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HomeMy WebLinkAboutPermit D03-111 - CASCADE GLEN - LOT 6D03-411 • Cascade Glen Lot 6 13223 38th Pl. So. . t',1",',;;t•„;;.L 4,,,,*; ; City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600060 Address: 13223 38 PL S TUKW Suite No: Tenant: Name: CASCADE GLEN - LOT 6 Address: 13223 38 PL S, TUKWILA, WA Owner: Name: DREAMCATCHER HOMES LLC Address: PMB 1190, 13619 MUKILTEO SPEEDWAY, #D -5 Contact Person: Name: JAY KEIROUZ Address: P.O. BOX 1190, 13619 MUKILTEO SPEEDWAY, #D5 Contractor: Name: J A K DEV & CONST CORP Address: 13407 51ST AVE WEST, SEATTLE WA Contractor License No: JAKDECCO23NS DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,535 SQ FT SINGLE FAMILY RESIDENCE, 730 SQ FT ATTACHED GARAGE AND 128 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, LAND ALTERING, DRAINAGE FOR ROCKERY, AND STORM DRAINAGE. Value of Construction: $ $253,427.08 Fees Collected: $3,499.65 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Water Main Extension: doc: Devperm Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Profit: N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 100 c.y. Start Time: Private: N D03 -111 Permit Number: D03 -111 Issue Date: 06/02/2003 Permit Expires On: 11/29/2003 Phone: Phone: 206 300 -6874 Phone: 206 - 300 -6874 Expiration Date:09 /04/2004 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Non - Profit: N Public: N Printed: 06 -02 -2003 Water Meter: N doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** D03 -111 Printed: 06 -02 -2003 Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or thQperformance of work. I am authorized to sign and obtain this development / permit. Date: ‘/ Z l� 3 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -111 Printed: 06 -02 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1422600060 Address: 13223 38 PL S TUKW Suite No: Tenant: CASCADE GLEN - LOT 6 PERMIT CONDITIONS Permit Number: D03 -111 Status: ISSUED Applied Date: 04/17/2003 Issue Date: 06/02/2003 1: ***BUILDING DEPARTMENT CONDITIONS* ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). doc: Conditions D03 -111 Printed: 06 -02 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS*** z w e J 0 N 0 co Ili J • w w J LL Q 23: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and no fill. If the final quantity c2 a exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit = w fee prior to the Final Inspection. Z 24: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain z O - system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope g for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing 0 drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 0 P— c) I- 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of = w 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed II— H areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this u- 0 period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. tii z • = O 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. 27: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 28: All conditions of the Hillside Homes a.k.a. Cascade Glen plat approval shall be met. Refer to permit nos. MI2000 -278, L99 -0023 and L99 -0024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accordance with all geotechnical recommendations. 29: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 30: Install yard drain(s) and perforated pipe drains along the driveway, as necessary to prevent on -site ponding of storm water runoff. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions n5ir ".bi, D03 -111 ry Date: :.(0.,-LeY) Printed: 06 -02 -2003 zm^rna ?•.�•W?��zr <rrx� m�cxrar, � ,r+s ?� a�r1�ruShYt�- i'$a9F��:�; z Site Address: Mailing Address: Company Name: Mailing Address: Contact Person: Company Name: Mailing Address: \applications \permit application (3-2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Name: +✓ l {ZL�'Z • Mailing Address: e. Company Name: Mechanical = Permit,N� Public - Works Permit Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** l 32 2 3 3 g`�t_ Saz_T Tenant Name: trams C A-1> 4 F' 1 67 Property Owners Name: 1 7TZ t•A C-1.4�'1Z '4 CriE - 7c , , L1- Mailing Address: ? M F I ( 13 ‘ ( °? M 5 . " . 0 ; ) 5� 1—*7/ (A19(3.1). '8 037 State Zip E -Mail Address: -J &� l =::) L • C-b1A King Co Assessor's Tax No.: Suite Number: City City Fax Number: New Tenant: .... Yes ..No Day Telephone:(-e,6) 'e 6 87G State Zip 6.2-v--v41 a:634 GENERAL CONTRACTOR INFORMATION State Zip Contact Person: J -is, '( (G- \.--0.4-3 'z, Day Telephone 2?6) Serb 6 8 7L E -Mail A d d r e s s : : \ - - • L l Z -3 @ ;& - •C,LSh Fax Number: 2 5) 7Lt 1 Zc' g4 Contractor Registration Number: - DE CL- t2 73 N S Expiration Date: 9'/o4 /26 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** E -Mail Address: Page 1 City Floor: , ARCHITECT .0F. RECORD - All plans must be wet stamped by Architect of Record . State State 'Xti9!t- �?:dCp` . tr^? ttsl�? y(" vM' FfifS:.tl�i,L4 Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record • . Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: DING' PERMIT: . TION.- 206 -431 =3670 Valuation of Project (contractor's bid price): $ P j p, &,f)p • Existing Building Valuation: $ Scope of Work (please provide detailed information): fi cc- t Will there be new rack storage? ❑ ..Yes g.,.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Q Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 249,61S *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ( .No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D- Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes ..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationstpennit application (3.2003) 3/2003 Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1st Floor 1 o V I■ 1Z -3 2 "° Floor: 13 0 V K5 ., 3 3' Floor Floors thru Basement Accessory Structure* .e- Attached Garage 7 3 d v '- Detached Garage Attached Carport .. /----. Detached Carport /— Covered Deck 1 Z 8 Uncovered Deck DING' PERMIT: . TION.- 206 -431 =3670 Valuation of Project (contractor's bid price): $ P j p, &,f)p • Existing Building Valuation: $ Scope of Work (please provide detailed information): fi cc- t Will there be new rack storage? ❑ ..Yes g.,.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Q Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 249,61S *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ( .No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D- Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes ..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationstpennit application (3.2003) 3/2003 Page 2 PUBLIC, WORKS PERMIT INFO�cMATI . ,�;tu ,:. },.;.z wh.z.> ...i.,. , ... , <f ... f,: ire - ...... r , .._,. ^.. .! *.. 9 . . Scope of Work (please provide detailed information): C X J IQ' S 'i 4 LC4 I 0■ • Water District ❑ ...Tukwila 0... Water District #125 ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): p ...Right - of - way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ...Construction /Excavation/Fill - Right -of -way Non Right -of -way >C (..Total Cut `9-c' cubic yards ❑ ...Total Fill cubic yards ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water el...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public X ❑ ...Water Main Extension Public \applications\pennit application (3.2003) 3 /2003 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ,l „ WO# WO# WO# Private Private Page 3 L. Olv Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. l- Iighline ❑ ...Renton Sewer District ❑ ...Tukwila g... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone K .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU i Air Handling Unit >= 10,000 CFM � Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan G. � 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent 4111 I Hood I 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT'INI RMATION = .206 - 431 -367 MECHANICAL CONTRACTOR INFORMATION Company Name: t ,-4 Mailing Address: '? ) 1 C 1 3 6 I iry } - 12mc- Z- E -Mail Address: -.S L.- . C..b;i'\ Contractor Registration Number: 2>t, r:e.._- 0 Z3 N-S * *An original or notarized copy of current Washington Slate Contractor Contact Person: indicate type of mechanical work being installed and the quantity below: c7 SF— (ZAY 3 'orb 6 YN,o u1tr9D City State Zip cAe, Day Telephone: (20 4 Fax Number: 1 5974 ( Expiration Date: g/L1 04 License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ .4 tr - O Scope of Work (please provide detailed information): I I'') Lt_ W- C.-€E1> " f4- Rii�7C ∎, • ysT M w( c i Li "e- 3 A-s t.)-G Use: Residential: New ....K Replacement .... ❑ Commercial: New ....❑ Replacement ....❑ Fuel Type: Electric ❑ Gas ....ig Other: PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER • t UTHORIZ s GENT: Signature: Print Name: 1 - 3 '� Mailing Address: \applications \peunit application (3.2003) 312003 Page 4 Date: 4/ 17 /D 3 Day Telephone: (d,) 3a'o 6 87 City Date Application Accepted: Date Application Expires: Stall' Initials: i '4;0; “ State Zip !#'a".; ?.... n^ x6 urium Yyc�Ctd$ +Mb�f+`7lw;nwo. . ,. �eeran�a��earaaur _— - Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -00477 Initials: SKS User ID: 1165 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CASCADE GLEN - LOT 6 Payee: DREAMCATCHER HOMES, LLC TRANSACTION LIST: Type Method Description Payment Check 2135 PLAN CHECK - RES PW BASE APPLICATION FEE RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,456.50 Current Pmts 1,206.50 250.00 Total: 1,456.50 D03 -111 PENDING 04/17/2003 1,456.50 7788 04/13 9716 TOTAL 1456.50 04/17/2003 03:21 PM $1,902.65 Printed: 04 -17 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600060 13223 38 PL S TUKW CASCADE GLEN - LOT 6 R03 -00672 SKS 1165 DREAMCATCHER HOMES LLC Payment Check 2187 BUILDING - RES PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Amount 2,043.15 Account Code Current Pmts 1,856.15 37.00 23.50 61.00 61.00 4.50 Total: 2,043.15 D03 -111 APPROVED 04/17/2003 Payment Amount: 2,043.15 Payment Date: 06/02/2003 10:59 AM Balance: $0.00 9207 06/03 9 716 TOTAL 6075.'78 Printed: 06 -02 -2003 Project: Type of Inspecxion: fl Address: 2 , 7 Z Pi.-Si Date Called: 10 7 � ( 0.) S ecial Iristfucti"ons: d Date Wanted: f P/D I .j pm. Requester: 1 ! Phone No: 2 v L.' - 3 - ly'i 7 L--1 a64 �Lktkxa.+��le`�itir;���7x�ifu;; •'�i:ir2��;Gc�;ns-. ; INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 (� (1 _ - 4 - 1nI ',cL.n11 • � Q % ..�.Gr rM 0 el-0i\ '1 • CO \ F!. -Ml rn/1� .r r-v.Q A.4 �ll� �' :lam ""1 " A :.�1•�>.f In ctor: I. r � r.. Date: I l ? 47.00 REINSPECTION LE REQUIRED. Ptor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1) C -P k \ 5 Inf ^ \EL Act- i Cl In ( 6U■.l)ln - . :1 ✓1, i Vn"�_ �ln c..3-VA 04'ri . ‘ \r. rA 4\ i C c + Type of Inspection: -) S hn o A S C lva t I SC1U to 01 tai Yv Cpl k G Y vV\ r t I) A i \o\ -Q 'S ,n ,c1 (.1 .St.0 7' I 4-&- 0 r i' (1 t,. Date Called l $5 13010-3 3 .\) V ki av1\ Y'li\ k v S-t P ? 5 - :e', ' kci I rcii i 1 SI-Nr l l )0 : I I `A-PI 3 i4 I I oi C, cae e--4'-\ : v\ cc r)---C 'A - vie„A Date Wanted: () r: Requeste t ' ; 0 Pho 7Cp a 7RD — 'ci(pg Pr ject: ced4 rn Type of Inspection: Add� , 2,3 1 S Date Called l $5 13010-3 Special Instructions: Date Wanted: () r: Requeste t ' ; 0 Pho 7Cp a 7RD — 'ci(pg INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1(9. El Approved per applicable codes. , 5/Corrections required prior to approval. Inspector: Date: \ 31- O`5 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ect: ` Dsc.Cl� rl p _ �'ti V1 Type of Inspection: � loor V1Scr\g4 0 oil A dress: . ?3 3 ?1 S Date Called: 10'3I-o3 Specia Instructions: - Date Wanted: 1031 -6 i m Requester: CV � -t Phone No: t INSPECTION RECORD Retain a copy with permit bo3 1) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: C'Ue) wA ( ea( t° , Inspector - 7 7 , 4 1AN Date: ` O 3 t `G $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 670 Receipt No.: Date: COMMENTS: Type of s p ctipn� au..k 10 ii07 Lii/J Address: 0.-)3 3c 8/ 5 Date Called: )o(, /0') Special Instructions: JJ 1,71 i2) G 2- Date Wanted: n /.? vA �-- (a.rr�1 m ' Requester:,_ Phone No: ro(i • 3 ©0 -6e7 y 10 V1,1) -e--(.. )2■LLIt-st 6 O 6,11 . f63- fr (rd 6K. . f 4- L I- CI u j.... E() 1;110) e(0141-0-,4 X R,«�VX Sri t Anr...k (1ArteA , IJ(z� l � J 4, J (,�, -. , I Proj t: 5c o ci f G Type of s p ctipn� au..k Address: 0.-)3 3c 8/ 5 Date Called: )o(, /0') Special Instructions: JJ 1,71 i2) G 2- Date Wanted: n /.? vA �-- (a.rr�1 m ' Requester:,_ Phone No: ro(i • 3 ©0 -6e7 y cot "Do3 -rr � INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ? °3--o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: frect: ,..., P LI eft. ,- of pe tion: . . , / kadress: i 2a_ V ( 5, Date Called: -.- 7 1 3 Special Instructions: Date Wanted: ..... D(0 1 D Requester: P(n(NA:-7..0---aq(pa INSPECTION %- f7:71-Approved per applicable codes. INSPECTION RECORD Retain a copy with permit th NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43,1-3670 PERMIT Corrections required prior to approval. COMMENTS: Date: -6) 7.00 REINSPECTION EE REQUIREI6. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 24` Project: C./11)cLL0te 6 71e-11 — _,O ,Q4 tc Type of Insp ction: /t,. • 1,00 X Address: ‘3.2,a VV t'/.s. Date ailed: //377 _, Special Instructions: Date Wanted: a.m. K OA Requester: j Phone No: t( -o �-. coo - Ca) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l&pproved per applicable codes. Corrections required prior to approval. COMMENTS: S. tor: Rec Ipt No.: 7.00 REINSPECTION FEE REQUIRED. id at 6300 Southcent r Blvd., Suite 1 Date ca)_ 9 -vim ,Prior to inspection, fee must be 0. Call to schedule reinspection. Date: COMMENTS: \ O+ , ; to l' ) !\ r (A)01 f G Jo1 1 I J Tyke of Inspection: , r , 1 I !� (, Kit' d' 047 0A qt"ek c( v - 4f r -2 `5.rr..y Special Instructions: -_ 1.k.) G1 5 ►/ S v- L.) r U v,,11 C 1 INT - t (AA S Gr o Ct 1r e 1 ; r S (4,- 2- i•-() 3 D a Li (.4),„ y 1 Project: ' Tyke of Inspection: , r AG � I 2 3Y PI 5 Date Called: Y /W O R Special Instructions: Date Wanted: a.m. Requester: /\// C-k Phone No: W /_ r' Ii INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit � 3 _ I . / PER�� T N•, (206)43 1 -3670 El Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projct: i CIO Af 6 ClieA - 66 + 6 Type of Inspection: . . LA Ct. I ( / a ri Address: Date Called: (1-21o3 Special Instructions: Date Wanted: , / i I /co Requester: Ph(ri No ce : ) 730 1 . ( ee.,:,R .. • • 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-3670 ID Corrections required prior to approval. COMMENTS: cNi6L,AAA'AA 00 REINSPECTION FEE pal. at 6300 Southcenter BI Reci No.: EQUIRED. Pri d., Suite 100. Date: r to inspection, fee must be all to schedule reinspection. Date: Project: 0,4CA7)e Cor .( TypegL Inspection: / /t) 6i Address: 23-3 3.? ,(.3 Date Ca led: 2 -- P -05 pedal Instructions: Date Wanted: a.m. Requester: Rhone No: N, [)2c19 6,d to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. I4Corrections required prior to approval. COMMENTS: S 9 43/0 R PLW 1 ST LA ea." Lt-e. 4 L,A^-1CLA-a-Clil-tA nspe or: D<„ ri 4 .00 REINSPECTION kE REQUIRED. )lor to inspection, fee must be d at 6300 Southcenter blvd., Suite 100. Call to schedule reinspection. Receipt No.: • 4; INSPECTION RECORD Retain a copy with permit p..1 S. "el Date:4g Date: COMMENTS: ( .� cnY�.a` - 1_._ 0 4-11 /d/ 1 6 1I„46e ---. &J c } - / Z r / / 1 M 11 I ( A ) 1 1 A P l ,427:- � r /? IA co (0 - f - cr k JA r is -I•- , !3 1(re L( A ,.c2) Aik ed) ; i eNJ , ( . el -c4rt +6 N A, IS 4 - f /sue✓ T--- -: 3" 1 d.-0 -? 4. o p 1 0 4,4 J , 6 4 /v1, 9 j r" Date Wanted: g „, a.m. I W cam: 60 Yr° 7,); a frv() 1 - ,,--, \ - d 1 4- - r o ,T1,1 b be S h w-v/4 -1 e d o 1A jy l if et if eJ r s i .1:ti S N , ki -/e',r on v0,uc- /,`,�► -^ J 1��s9�rr er , erg) 4) M- le d A :/ ►`,.i rvi A :/0 - r iocA/ P f , 3-at A Y' r1iam C " . trs 3 /1U C JLrh ect: C7 / PA - , -& Type Ncti rr. ,� ' ress. / t� Date Called: J� Sp a ns ru'i< ions: Date Wanted: g „, a.m. I W cam: Requester: Pho No: t .f)c- 3 - 1,374 INSPECTION RECORD Retain a copy with permit INSPECTISN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. "'^! . ••• .... Y bk \ orrections required prior to approval. Date: ctor: ) C* ( '-- 03 7.00 REINSPECTION E REQUIRED. Pri to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec° pt No.: Date: z � CC ILI J U O 0 0 W = F— w } 0 gJ = W Z � I0 — w U � CI w u_ H -O til z O - • O z COMMENTS: Yl j1-- 7---- C 7) e r 0 KM t I 0 --1-?) 4- 1 A k ( ..f<f)'Q f • i ire ;.14/14!(Z t-4 (--V' )0/.-)-)t^ ( e 17.-04/;(714 1 c- 0 431-1- ✓ >a 4 ,`.9 4 locsf e Di ;ti.3D cJA) , v" -S r 5 f t LJ I ,"0 ft►tY -P C', I • 45C It- i'leo l•vAtO 1'a IA( D) t; 1 c.1-1;-Iw iTi Kr'b e t J Y-lut1 r° (9 (M _, r . `& P - Q rl-. r f?) I I k ./\/ (' , r, t) ) i IL 2 fP 6f g l` Pr 1'� v / 0 -P rtC' , i) 1 3. 4 93-1: - a,n2 IC -e-w U Q„J 4- , 1.4. 4,'t/ S kd f lfa r --LN,2c -[iv-' p r e).cot rrorr/1 i iv ralyvvl 1 ?3 'F2 -e- a∎ Do Q Leal are AI pcniI pA-r, s Pr ct: / o' C2 pc f c to (.v.k Type of Inspection: _. . \--CZ Ayvt I nJ Address: .-2-) 2- - 2 � j ,t , 3 g \' So Date Called: G - 7 --c' v Special Instructions: Date Wanted: .v l�r(3?i a.m. p.m. Requester: f\ C' 1 Ph ( e7 5 o r J 4 6 -7 (1 INSPECTION RECORD Retain a copy with permit Dp3� -1 PERMIT NO. ECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. $47.00 REINSPECTION F REQUIRED. prior to inspection, fee must be id at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Re'eipt No.: Date: • LI Corrections required prior to approval. COMMENTS: Type of Inspection: ' -TIT c'e A YY■ ■ y■J (:..., B O T - r el Yr e NI vet- 1 \ 1 IV ( p 1-- y NA C )& I R.° ex4 .A (4) (c) ' ■/.rk \ 1 A 1 in \ (3 14 - A tnni-e (("P' .. 6 (swiL4 _. 4 . 1, (-, 1A-0-.A-e...4 5r- I) - c - - - ‘ ,c; Requester: Phone No: , Project: 0 A-Se C, (‹ar.) Type of Inspection: ' -TIT c'e A YY■ ■ y■J (:..., , Pre. Address: Date Called: 1 Special Instructions: . ----.......„.. Date Wanted: a.m. Q .. g - 0 .--13 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 DO5 jo PERMIT NO. (206)431-3670 El Approved per applicable codes. • D corrections required prior to approval. t o : Date:„... 6 t gr 0 $ .00 REINSPECTIO FEE REQUIRED. -- ED. P 'or to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'ft„ rject: o \ in @Da, AI% 1: q9 1- ype of Ins ection: Aadress: ...., 5 si i I z z. l• PI '- Date Called: , Special Instructions: _..-- Date Wanted: 0::, C-) a.m. P.m. Requester: 1 .c Q L C. Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMIT (206)431-3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: C i) C ow ft4 a_ ae= - — 0,f/.11-e S Insp e4.01 •••"'""N idat 0 REINSPECTION FEE QUIRED. Priorfto inspection, fee must be $4 pa at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: Date: COMMENTS: " t. m11 cri 1.1 ikk 0 - YOon - e- � arA,� Y'G1 (, cUv\c ( c'vYh. RrovId lov�t.�, r\--P -9 it 5 ,,c...,--\c, �,� of p pr��va �. - CO r 4 191 1 v\ Ir G w\ t Inc, Or C- h 41 vv •P 1 j )000 - v • CD VL v w-e a-1- P yr - 1 ke; \II 5 n V'UG 4 vo r1 -1,P I a.m ( Requester: ljject: / 1 ..y�►.r.,kritil, • COT Type of Inspection: • S i _• - - r 1,4-/r I A At.- .I ""` Al dress: '�� 1- 2 3U / lots, Date Calle 0. _._ ( 7/f Sperclal Instructions: Date Wanted: i f /3/ a.m ( Requester: Ph he No: 2-&'cv 734 c Cp, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D Approved per applicable codes. •Corrections required prior to approval. Inspector:15AI Date: --� ' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: �,� 1 ^ �n Ty e of Inspectio �f Ad r [ - PI. so. Date Calle�: 7 (,7103 Special Instructions: Date Wanted: 7 /8 / a.m. Requester: Ph ne No 200 7.cr rgA ppro3ed per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 De -��� (206)431 -3670 O Corrections required prior to approval. COMMENTS: Inspector 1< Date: aa $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: SO 7h f ° 3 0.5. T1/4„,F ; _ri,. 1.1. F_ . 1 .i . 6 ,�.,., _ p <) I 6K.. - A c- _rr: Date Called: 0a U3 l Special Instructions: ff Date Wanted: it '-(:•. a.m. p.m. Requester: / DA,2 ^ae" Phone No: Project: 1 )ASLAA4A, CGICLA Type of Inspection: SO A e7 qe ei Date Called: 0a U3 Special Instructions: ff Date Wanted: it '-(:•. a.m. p.m. Requester: / DA,2 ^ae" Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: &\1 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Corrections required prior to approval. Date: z z rG W 6 —1 0 0 in 0 co J W O - J LL. 5 ' a = W H = z � W uj U CI in 0— I I- LL O ~ Z P f 67( ' 2(/ le if Ty of Inspection: ,i-7//7/ri rik:)/(ti 1/e or) Acia , 38 pi_ 5 Date Cal ed: 567, 03 Special Instructions: Date Wan / _ , . ., (,), ....5 p.M. Requester') \ 4-i V • Phone N9 ' r 14 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit IN ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ...... 1/4 P (206)431-3670 Corrections required prior to approval. 1 / )'7/' 61 j/k El $47.00 REINSPECTION- E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ect.- - - i i . ' - Type of I spection: Address: L l Date C edJ (/63 .� Special instructions: 1 (._ `. 44. . ,.__ _ Dat W ct / / a.m. p.m: Requester:, f \ / C t-.. Phone No: 4 /n 73O 6,� INSPECTION RECORp . Rea;a copy permit INSPECT! • NO. • ' 'J CITY OF T WILA�BUILDING DIVISION 6300 Southcenter Blvd., #100,'Tukvvila, WA 98188 PERMIT 0. (20•)431 -3670 Approved per applicable codes. ' J Corrections required prior to approval. COMMENTS: creS 6 /� El $47.00 REINSPECTION E REQUftED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Projr t: r L 1 �! 4 I'. /.. - Mt G T Ile of Inspection: lb ... LA . .�..�. C A cJ,X, 3 g4,1 �D + S / D.te a �� �� Special Instructions: Date Wanted: 12 Req ec� stem P one No •�7 • 441 roc ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 9 El Corrections required prior to approval. COMMENTS: Date: t 3-03 ED $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z I I-- rX _IU 00 CO C —J 1-- U) u_ w 0 2 � Di Z Z I— ZI- uj UCI O N ❑I- W W) I LL, z w 0 O~ Z COMMENTS: : Cep ela -- a c.....A.) 1 ea.1, r , . - - s, ;4 e 8 Aryl 1, (' 0-"Js 14 ;-..I _fecti Ac � �b Pd\.r ,may 1)/ / � Date balled: LQ I q 11o3 Special Instructions: • . , *(jl' 1 I )4 12 Date Wanted: P r) , P Ject: Type o»nspection: A 0471 _fecti Ac d3ss: R 3 ,may 1)/ / � Date balled: LQ I q 11o3 Special Instructions: • . , *(jl' 1 I )4 12 Date Wanted: P r) , Requester: dio-tid P hit n No: 300 _ wig OD3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 O Approved per applicable codes. Corrections required prior to approval. Insbector: Date: C,, 120 / D 7. c .. I $ 4 00 REINSPECTION EE REQUIRED. P f for to inspection, fee must be pa at 6300 Southcenter Bly,, Suite 100. Call to schedule reinspection. Retpt No.: Dat4; COMMENTS: Type of Inspection: r C l,10(1 ( f7 (; t) r (i1 t' ( {S r () Address: 1 3 ; 0) k.... i / se # byn 0 i‘-- 9 6 1 ( C ? t — r VI Cd.m. p.m. ) t ,r-, -c l 1 / r, \(-I b e ( &) f --1- � t..- , �P - / a ,a ( le k Project: C el .sC.YfC I L - -• (1 IF'v - Lc+ (C Type of Inspection: r C l,10(1 ( f7 (; t) r (i1 t' ( {S r () Address: 1 3 ; S 1--. � � Date Cr. 1 ( C ? t — Special Instructions: Date Wante : I ( I C I ' I l C3 Cd.m. p.m. Requester Phon - 3OD - 1 74 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ins ector: Receipt No.: Date: - 9 $47.00 REINSPECTIO FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Sui(e 100. Call to schedule reinspection. Date: Approved per applicable codes. corrections required prior to approval. Doi -111 COMMENTS: Type of Inspection: 5b Address: qe? 2/4) 3 41 lca 744,4 64,0 3 b,5, I - rc,41.1,-„, ( "_a4 (,,A d t »40-f) 6-1))40a4-6L-L fr"1.011, a ceptA,.. -- P) 5,0 C7/44. Requester: / OA Pado.) CCA-re-A- Phone No: Project: CASIM,— j(/Li Type of Inspection: 5b Address: Date Called: .4/.2-4, Special Instructions: Date Wanted: / 7/o3 a.m. p.m. Requester: / OA Pado.) CCA-re-A- Phone No: 0. • INSPECTION NO. Approved per applicable codes. INSPECTICIfirft Ethlkb Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMIT NO. (206)431-3670 JJ Corrections required prior to approval. Inspector: 6 J Date: ( 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: V ' Check Seismic: V = 0.1964 x (W) w lbs. V in full strength values max V seismic WOAup =( 1727 sf /rf + 1500 sf/ wl + 0 sf / fir )x 10 psf = 32270 lbs ,: V roof= 6338 lbs. (for rho talc.) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x=( W 2 x -x =( W 3 x -x =( W 4 x -x =( 0 sf frf + 360 sf Irf + 665 sf /rf + 504 sf /rf + 198 sf Irf + 360 sf /rf + 781 sf /rf + 586 sf /rf + 0 sf /rf + 0 sf/ WI + 292 sf/ wl + 668 sf/ wl + 404 sf/ wl + 136 sf/ wl + 296 sf/ wl + 728 sf/ wl + 476 sf/ wl + 0 sf/ wl + 0 sf / fir )x 0 sf / fir )x 0 sf /flr )x 0 sf / fir )x 0 sf I flr )x 0 sf 1 fir )x 0 sf / flr )x 0 sf / flr )x 0 sf I flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = • 10 psf = 0 lbs : 6520. lbs : 13330 lbs : 9080 lbs : 3340 lbs : 6560 lbs : 15090 lbs : 10620 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 X -x = V 3 x -x = V 4 x -x = 0 lbs. : 1281 lbs. : 2618 lbs. : 1783 lbs. : 656 lbs. : 1288 lbs. : 2964 lbs. : 2086 lbs. : 0 lbs. : 0 plf . 89 plf 178 plf 81 plf 41 plf 92 plf 160 plf 190 plf 0 plf WOAmain =i 2665 sf /rf + 4456 sf/ wl + 1320 sf / flr )x 10 psf = 84410 lbs : V total = 16578 lbs. W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 273 sf /rf + 658 sf /rf + 764 sf /rf + 700 sf /rf + 270 sf /rf + 539 sf hi + 1019 sf /rf + 1107 sf /rf + 0 sf /rf + 260 sf/ wl + 940 sf/ wl + 1792 sf/ wl + 1056 sf/ wl + 408 sf/ wl + 917 sf/ wl + 2040 sf/ wl + 1499 sf/ wl + 0 sf/ wl + 0 sf 1 flr )x 162 sf / fir )x 688 sf / fir )x 362 sf / fir )x 108 sf / flr )x 242 sf / fir )x 707 sf / flr )x 371 sf / flr )x 0 sf I flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 5330 lbs : 17600 lbs : 32440 lbs : 21180 lbs : 7860 lbs : 16980 lbs : 37660 lbs : 29770 lbs : 0 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 1047 lbs. : 3457 lbs. : 6371 lbs. : 4160 lbs. : 1544 lbs. : 3335 lbs. : 7396 lbs. : 5847 lbs. : 0 lbs. : 50 plf 305 plf 386 plf 297 plf 70 plf 253 plf 218 plf 444 plf 0 plf ARC I I1TECTS NORTHWEST r M2535A3F -17 Lateral Analysis: Date: 3/21/03 Lateral Analysis: 1997 UBC P: Max Ht - upper =.., P: Max Ht -main = P: Max Ht- -lower = Compute Wind Load x -x; y -y: ay -y= b y -y = c y -y = d y -y = ey -y= 1x -x= 2 x -x = 3 x -x = 4 x -x = a y -y = b y-y = c y -y = d y -y = e y-y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = upper= upper= upper= upper= upper= upper= upper= upper= upper= main= main= main= main= main= main= main= main= main= 0.00 ft w x 1o.00 ft w x 17.00 ft w x 16.00 ft w x 9.00 ft w x 10.00 ft w x 16.00 ft w x 13.00 ft wx 0.00 ft w x 7.00 ft w x 15.00 ft w x 19.00 ft w x 16.00 ft w x 7.00 ft wx • 10.00 ft w x 18.00 ft w x 12.00 ft w x 0.00 ft w x 18915 - 142nd Ave N.E. #100 ..h■....• /AnC\ AOC A nnn 26.5' @ Ridge; :Use P = 20.0' @ Ridge; :Use P = 15.0' :Use P= 0.00 ft h= 12.00 ft h= 12.00 ft h= 11.00 fth= 9.00 ft h= 8.00 fth= 12.00 ft h= 12.00 ft h= 0.00 fth= 14.50 ft h= 10.50 fth= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 0.00 ft h= 15.35 avg psf See sheet 10 for sail areas. 14.28 avg psf See sht 4 for Design Criteria. 13.22 psf 0.00 sf x 120.00 sf x 204.00 sf x 176.00 sf x 81.00 sf x 80.00 sf x 192.00 sf x 156.00 sf x 0.00 sf x 101.50 sf x 157.50 sf x 171.00 sf x 144.00 sf x 63.00 sf x 90.00 sf x 162.00 sf x 108.00 sf x 0.00 sf x 15.35 psf = 15.35 psf = 15,35 psf = 15.35 psf = 15.35 psf = 14.82 psf = 15.35 psf = 15.35 psf = 15.35 psf = 14.28 psf = 13.22 psf = 13.22 psf 13.22 psf = 13.22 psf 13.22 psf = 13.22 psf = 13.22 psf 13.22 psf = 0 lbs 1842 lbs 3131 lbs 2702 lbs 1243 lbs 1186 lbs 2947 lbs 2395 lbs 0 lbs 1449 lbs 3924 lbs 5392 lbs 4605 lbs 2076 lbs 2375 lbs 5089 lbs 3822 lbs 0 lbs FILE COPY page 1 of 11 See sht 5 for Shearwall Schedule Total Wind Loads TWL y -y upper = 8918 lbs TWL x -x upper = 6527 lbs TWL y -y main = 17447 lbs TWL x -x main = 11287 lbs CITY o Tu wu APPROVED MAY 1 6 2003 AS NO EV • RECEIVED CITY OF TUKWILA APR 18 2003 PERMIT CENTER 5046 REGISTERED ARCHITECT oodiIiville, WA 98072 www.ArchitectsNW.com Ium SW a y -y = ( ;um SW b y -y = ( gum SW c y -y = ( Sum SW d y -y = ( Sum SW a y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 16.50 4.50 0 0.00 tl If shear wall tl sw y -y 14.33 tl If shear wail 67.00 14.67 tl If shear wall 22.00 tl If shear wall 16.00 tI If shear wall 14.00 tl If shear wall tI sw x -x 18.50 tI If shear wall 43.50 11.00 tl If shear wall 0.00 tI If shear wall 14.33 2.67 - - 6.67 8.00 9.50 12.50 16.00 9.00 2.50 2.50 4.00 4.00 10.50 - 3.00 3.00 5.00 1.88 2.83 2.83 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x-x = ( 16.50 4.50 - 21.00 tI If shear wall tl sw y -y 11.34 tl If shear wail 84.84 16.50 tI If shear wall 14.00 tI If shear wall 22.00 tI If shear wall 13.16 ti If shear wall tl sw x -x 34.00 tI If shear wall 60.34 0.00 tl If shear wall 13.18 tI If shear wall 8.67 2.67 - - 16.50 4.50 9.50 22.00 4.33 3.50 5.33 10.00 18.00 6.00 1.88 1.88 1.88 1.88 2.83 2.83 6 in floor: tRCHITECTS NORTHWEST :ompute sum of Shear - Resisting Walls & Comm, x -x, V y -y oor: Compute V x -x max. and V y -y max. location • upper floor a y -y = b y -y = C y -y = d y -y = e y-y = 1 x -x = 2 x -x = 3 x-x = main floor: a y-y = b y -y = C y -y = d y -y = e y -y = 1xx= 2 x -x = 3 x-x = upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor: Sum SW cap y -y = Sum SW cap x -x = V wind 0 lbs 0 lbs 0 Vs/I= 0 plf wind Use SW #: not applicable 1842 lbs 915 lbs 1842 #'s/1 = 129 plf wind Use SW #: P1- 6(19Bplf) 3131 lbs 1870 lbs 3131 #s/1= 213 plf wind Use SW #: P1- 4(304p1f) 2702 lbs 1274 lbs 2702 Ifs/1= 123 plf wind Use SW #: P1- 6(198p1f) 1243 lbs 469 lbs 1243 #'s/1 = 78 plf wind Use SW #: P1- 6(198pIf) 1186 lbs 920 lbs 1186 #s/1= 85 plf wind Use SW #: P1- 6(198p1f) 2947 lbs 2117 lbs • 2947 #'s/1 = 159 plf wind Use SW #: P1- 6(198p1f) 2395 lbs 1490 lbs 2395 #'s/I = 218 plf wind Use SW #: P1- 4(304p1f) 1449 lbs 3924 lbs 5392 lbs 4605 lbs 2076 lbs 2375 lbs 5089 lbs 3822 lbs Verify Capacity of Designed Shearwalls: 67.00 If x 43.50 If x 84.84 If x 60.34 If x Date: 3/21m1 748 lbs 2469 lbs 4551 lbs 2971 lbs 1103 lbs 2382 lbs 5283 lbs 4176 lbs 198 plf + 198 plf + 304 plf + 250 plf + Redundancy Factor Check: Vmax for rho = 1.0. Vmax = (2)xVt / sqrt A A= 1639 sq ft Vmax = 818.98 Since 819plf > full seismic of 444plf at main 3 x -x, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: b y -y: 1842# / 14 ft of top plate = 132plf< 140pIf. OK Use full ht studs under scissor truss. Design truss for 1842# or use 14ft of P1-6 shtg above SW. Use detail #11. Roof diaphragm: c y -y: 3131# / 140plf max = Use 7ft of detail #4 at top plate of SW to truss designed for 1421# lateral load, and use 4ft of detail #4 to truss designed for 1144# lateral load and use ( 2 ) shear panels above 8ft SW. Roof diaphragm: d y -y: Design truss for 2702# lateral load or use P1-6 to deck above SWs. Use detail #11 and detail #9 or #9sim. Roof diaphragm: e y -y: Design scissor gable end truss for 1243# lateral load or use P1 -6 shtg. Use full ht studs under scissor gable, Use detail #11. Roof diaphragm: 2 x -x: 1642# / 280# per shear panel by truss manuf = Use (6) shear panels above SW w/ pairs of DTCs w/ (6 ) 8d ea top plate to main trusses. Plus use continuous top plate. Upper floor diaphragm: b y -y: (3924# - 1842#) / 14ft of continous top plate = 149plf < 177p1f OK. Upper floor diaphragm: c y -y: (5392# - 3131 #) / 20ft of continous top plate = 113plf < 177p1f OK. Upper floor diaphragm: d y -y: (4605# - 2702#) / 14ft of SW = 136pIf < 14oplf. OK to use roof sheathing for shear transfer. Use detail #10. 1 89W5e -CM i4d tkvre bl[B.uif40monus room. Woodinville, WA 98072 - vvww. . i' r� iy,' 1,.,,', rM% i '..i':k�ti`;i=;•`•re;�`•T'A .".i�R.ai.�!;; yj ^rx,r�. a, ;`%'f!v "�,....+.w.wgr. Plan: M2535A3F -17 V seismic /1.4 V max #'s / length plf governing force 1449 #s/1= 69 plf wind Use SW #: P1- 6(198p1f) 3924 #'s/I = 346 plf wind Use SW #: P1- 3a(349p1f) 5392 #'s/l= 327 Of wind Use SW #: P1 -3a(349p1f) 4605 #'s/I = 329 plf wind Use SW #: P1 -3a(349p1f) 2076 #'s/1 = 94 plf wind Use SW #: P1- 6(198p1f) 2382 #'s/1 = 181 plf seismic Use SW #: P1- 6(198p1f) 5283 #'s/1= 155 plf seismic Use SW #: P1- 6(198plf) 4176 #'s/I = 317 plf seismic Use SW #: P1.3a(345p1f) 0.00 If x 100 plf = 0.00 If x 100 plf = 0.00 If x 0.00 If x 13266 lbs > 8918 8613 lbs > 6527 198 plf = 25791 lbs > 17447 198 plf = 15085 lbs > 11287 S ".v page 2 of 11 SW# plf SW # plf F.O.S. = F.O.S. = F.O.S. = F.O.S. = 1.49 : 1, OK. 1.32 : 1, OK 1.48 :1, OK 1.34 :1, OK WHITECTS NpRTHWEST Date: 3121 "" Plan: M2535A3F -17 page 3 of 11 neck Overturning for Holdown Selection Uplift = ((ht x plf x width) - (2/3 D.L.x 1/2 1)] / width ate: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. nation width V plf ht. M / width DL /If Uplift Holdowns selected pper floor: y -y = 14.00 129 plf x 8.083 ft. h. = 1039 lbs - 80 lbs = 669 lbs. Use : CS16 strap -361 wl(18)10d nails y -y = 6.67 213 plf x 8.083 ft. h. = 1725 lbs - 80 lbs = 1549 lbs. Use : CS16 strap -36 "I w/(18)10d nails 8.00 213 plf x 8.083 ft. h. = 1725 lbs - 80 lbs = 1514 lbs. Use : CS16 strap -36 "I w /(18)10d nails y -y = 9.50 123 plf x 8.083 ft. h. = 993 lbs - 80 lbs = 742 lbs. Use : H6 w/ ( 16 ) 8d nails 12.50 123 plf x 8.083 ft. h. = 993 Ibs - 80 lbs = 663 lbs. Use : H6 w/ ( 16 ) 8d nails y -y = 16.00 78 plf x 8.083 ft. h. = 628 lbs - 80 lbs = 206 lbs. Use : scheduled nailing x -x = 9.00 85 plf x 8.083 ft. h. = 685 lbs - 80 lbs = 447 lbs. Use : scheduled nailing 2.50 85 plf x 8.083 ft. h. = 685 lbs - 80 lbs = 619 lbs. Use : scheduled nailing 2.50 85 plf x 8.083 ft. h. = 685 lbs - 80 lbs = 619 lbs. Use : scheduled nailing x -x = 4.00 159 plf x 8.083 ft. h. = 1288 Has - 80 lbs = 1182 lbs. Use : ( 2 ) H6 w/ ( 16 ) 8d nails 4.00 159 plf x 8.083 ft. h. = 1288 lbs - 80 lbs = 1182 lbs. Use : CS16 strap -36 "I w /(18)10d nails 10.50 159 plf x 8.083 ft. h. = 1288 lbs - 80 lbs = 1010 lbs. Use : CS16 strap -361 w /(18)10d nails 3 x -x = 3.00 218 plf x 8.083 ft. h. = 1760 lbs - 80 lbs = 1680 lbs. Use : CS16 strap -46'l w/ (28)10d nails 3.00 218 plf x 8.083 ft. h. = 1760 lbs - 80 lbs = 1680 lbs. Use : CS16 strap -46'l w/ (28)10d nails 5.00 218 plf x 8.083 ft. h. = 1760 lbs - 80 lbs = 1628 lbs. Use : CS16 strap -461 w/ (28)10d nails main floor: a y -y = 16.50 69 plf x 12.000 ft. h. = 828 lbs - 100 lbs = 284 lbs. Use : 5/8" AB w/in 12" of panel edge 4.50 69 plf x • 12.000 ft. h. = 828 lbs - 100 lbs = 680 lbs. Use : 5/8" AB w/in 12" of panel edge b y -y = 8.67 346 plf x 8.083 ft. h. = 2797 lbs - 160 lbs = 2339 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/T edge 2.67 346 plf x 8.083 ft. h. = 2797 lbs - 160 lbs = 2656 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge c y -y = 16.50 327 plf x 8.083 ft. h. = 2641 lbs - 170 lbs = 1716 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge d y -y = 4.50 329 plf x 8.083 ft. h. = 2659 lbs - 80 lbs = 2540 lbs. Use : STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge 9.50 329 plf x 8.083 ft. h. = 2659 lbs - 80 lbs = 2408 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge e y -y = 22.00 94 plf x 9.000 ft. h. = 849 lbs - 90 lbs = .196 lbs. Use : 5/8" AB w/in 12" of panel edge 1 x -x = 4.33 181 Of x 8.083 ft. h. = 1463 lbs - 80 lbs = 1349 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/Z' edge 3.50 181 plf x 8.083 ft. h. = 1463 lbs - 160 lbs 1278 lbs. Use : STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge 5.33 181 plf x 8.083 ft. h. = 1463 lbs - 100 lbs = 1287 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge 2 x -x = 10.00 155 plf x 8.083 ft. h. = 1256 lbs - 170 lbs = 695 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: 18.00 155 plf x 8.083 ft. h. = 1256 lbs - 170 lbs = 246 lbs. Use : 5/8" AB w/in 12" of panel edge 6.00 155 plf x 8.083 ft. h. 1 . - lbs - 170 lbs = 919 lbs. Use : CS16 strap -36 "I w /(18)10d nails 3 x -x = 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, l 1/2" edge di: 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: 1.88 317 plf x 6.500 ft. h. = 2060 lbs - 90 lbs = 2004 lbs. Use : STHD10 w/ (28) 16d sinkers, 1 1/2" edge di: Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio at garage door side panels. 2.83 317 plf x 8.083 ft. h. = 2561 lbs - 220 lbs = 2356 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge 2.83 317 plf x 8.083 ft. h. = 2561 lbs - 220 lbs = 2356 lbs. Use : STHD10RJ w/ (28) 16d sinkers, 1 1/2" edge Holdown Summary Use( 11 ) Use(23) Use(13) Use(10) Use(6) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. CS16 strap -36"I w /(18)10d nails CS16 strap -46 "I w/ (28)10d nails H6 w/ ( 16 ) 8d nails or substitute: CS16 -27 w/ (18) 10d nails Shearwalls, plate nailing and anchor bolts per schedule - as indicated. 18915 - 142nd Ave N.E. #100 ohone: (425) 485 -4900 Woodinville, WA 98072 www.ArchitectsNW.com ARCHITrCTS NO RTHWEST 16915 -142ND AVENUE NE SUITE 100 W000NVMlE. WA 96072 OFFICE: (425) 485-4900 FAX: (425) 407.6565 TCIL FREE: 1.666.272 -4100 E -MAIL: WWW.ARCHITECTSNW.COM Wind per Section 1615: Earthquake per Section 1626: Plan Number: 2S S A. 2 * - (�1 Sheet Name: DE. IG N 02-11 IA Date: 3 Sheet # 4 of ( Design criteria per 1997 Uniform Building Code: Exposure "B" - 80mph Design Wind Pressure: P= CexCgxQsxlw Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; Iw= Importance Factor Site /Project Specific Values: Ce = 0.62 (Exposure B @ < 15' H); Cq =1.3 (Projected Area Method per section 1621.3) Qs =16.4 (Basic Wind Speed = 80 mph); Iw =1.0 (Standard Structure importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead .Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca =0.36 R for wood structural panels = 5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor: rho (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep rho =1 or less. Vmax is determined to verify if additonal redundancy factor (rho) is r (Vmax = 2(Vw) /sgrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better; HF #3 @ studs Glue -Lam beams: UBC Combination 24f -V Horizontal roof sheathing: 1/2" CDX-- 7/16" OSB w/ 8d @ 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d @ 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L @ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. updated 2/03 Exposure "B" - 80mph SHEAR WALL SCHEDULE (see 1997 UBC tables 23- 11 -1 -1, & 23- 11 -1 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16d nails @ 5" o.c. to wd frmg, or 5/8" AB @ 48" o.c. to conc. P14 v = 304 plf Note #6 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4 "o.c.to wd frmg, or 5/8" AB @ 36 "o.c. to conc. P1 -3a v = 349 plf Note #6 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 16d nails @ 3 "o.c.to wd fang, or 5/8" AB @ 30" o.c. to conc, Us 2" nom sills and studs @ panel edges since < 350p1f load. P1-3b v = 389 plf Note #7 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/85x5" lag screws @12 "o.c. to wood frmg w/ 1/4"pilot hole, or 5/8" AB @ 30 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. P1-2 � P2-4 v = 516 Of Note #7 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 318 "x5" lag screws @ 9 "o.c. to wood frmg w/ 1/4 "pilot hole, or 5/8" AB @ 30 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs 0 adjoining panel edges. v = 608 plf Note #8 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "x5" lag screws @ 8 "o.c. to wood frmg w/ 1/4"pilot hole, or 5/8" AB @ 30 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. P2-3 v = 778 plf Note #8 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails a@ 3" o.c. Anchorage: 3/8 "x5" lag screws @ 7 "o.c. to 4xwd frmg w/ 1/4 "pilot hole, or 5/8" AB @ 12 "o.c. to conc. Use min. 3" nom. mud sills,sole plates and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXPI /EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. 6. Use A35clip @24" o.c. at dbl jst to top plate where no contin vertical shtg diaphragm occurs. 7. Use A35clip @16" o.c. at dbl jst to top plate where no contin vertical shtg diaphragm occurs. 8. Use A35clip ©12" o.c. at dbl jst to top plate where no contin vertical shtg diaphragm occurs. j) AII RC HIT'CTS A NORTHWEST 18915.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 88072 OFFICE: (425) 405.4900 FAX: (425) 487.6585 • TOLL FREE: 1.666.272.4100 E•MAIL: W W W.ARCHITECTSNW.COM updated 2/03 Plan Number: AO 17 Sheet Name: <S EA.) s II Date: 3 Jij o3 Sheet # ' of I c. lj:M�TN".4 ARCHITE TS NORTHWEST 18915.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485-4900 FAX: (425) 487.6585 TOLL FREE: 1.888.272.4100 E-MAIL: WWW.ARCHITECTSNW.COM a-4 i 2 `: L16+ r iW LAM. a1I .'.4' S R• r'-G ASV 14A18 !LaC)R 1 9 o.H.. 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MST37 w/ (24) MST48 w/ (34) MST60 w/ (48) MST72 w/ (56) 16d 16d 16d 16d I • nails nails nails nails SPA Typical to Installation showing Clear . -Floor Span 1850# 2945# 4415 5150# Floor- Tie a #. HTT16 w/ HTT22 w/ SSTBI6 SSTB20 5/8" the (18)16d (32)16d anchor anchor rod w/ 10" " pTi :tion Insta as a Holdown 3070# 4650# 4420# 4600# • set 5875# Typical HD5A Holdown . Installation with ' SSTB anchor bolt. Washers are not at the base. HD2A w/ (2)5/8 "bolts HD5A w/ (2)48 "bolts@dlb HD8A w/ (3r1/8 "bolts HD10A w/ (4)9'8 "bolts SSTBL28 anchor '� �. l • 1 �.., required @dib @4x @4x (24" embed) eAPPIV 2278# 3038# 6118# 7823# 9540# nails sinkers (12" (16" epoxy embedment) embedment) � '� _ studs studs post post i. , i ,' � ' i I Typical CS I„•. Installation as a F Floor Tie Provide end distance Equal n��IImbe: Speplled in each CS16 -36• w/ (18) CS16 -46" w/ (28) of NITS end 10d 10d / 1/ nails nails • -��~ END LEN GL E/,R Si END LO 1353# 1650# TH CUT LENGTH Gt ti GI PHD2 -SDS3 PHD5 -SDS3 VGC62 5/8" thr '+ capsul rod w/ @2 @2 5" '" I i -2x -2x in 5" x11 epoxy r te � /16hole set 3285# 4500# 4760# 5720# ;•• • • t30* ". MIN. GEB LEN - Corner STHDRJ and I • ••' ,; •• Typical with HPAHD22 Q.I. MIN. REBAA LENGTH ••• . • �.e: studs installation • similar e • 0 • e ° • ° 12' ' • • v STHD e e o • e ° I 4 k E � ° ° °° 13� � '■ �', . , Installation 3 -2x STHDI ORJ or STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# @ 8" stem 2575# @ 6" stem STHD14RJ or STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# @ 8" stem 4220# @ 6" stem HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. 2240# @ 8" stem 1564# @ 6" stem Notes: ALL VALUES ARE TAKEN FROM SIMPSON STRONG -TIE CATALOG, Form T-HEMFIR-3 1/99, OR CATALOG C -2003. VALUES APPLY TO HEM -FIR LUMBER UNLESS NOTED OTHERWISE. CONCRETE STRENGTH USED: fc >= 2000psi . ARCHITE TS NORTHWEST 18915.142ND AVENUE NE SUITE 100 WOODNVILLE, WA 0807 OFFICE: (425) 485.4800 FAX: (425) 487.8585 TOLL FREE: 1.888 W •272 -4100 E -MAIL: WWAFICHrrECTSNW.COM 3/03 Plan Number: i IS A 3 F- Ui Sheet Name: lir P C totJ ' CEVAlLS Date: 2(2 1 /0 3 Sheet # t of ( I NO SCALE' LATERAL DETAIL 21.1A / le 8• 44A, lad • 4' O.G. TO BLOGKIN6 AND JOISTS P.T. SILL PLATE AB. OR CLIP REGUIREHENT PER FOUNDATION FLAN I HBAR O VERTICAL • O .0. G0 NO SCALE bd • b' O.G. PER EDGE NAILING OP ROOF SHEATHING TR1.155 DESIGNED FOR LATERAL LOAD --OR USE SHT6 PER PLAN STC • 24 O.G. (2 X NOT NAILED TO TOP PLATE) SHEAR WALL PER PLAN LATERAL. DETAIL 4 ROOF FRAMING MEMBER PER PLAN 54.AR WALL PER PLAN 8d NAILS 0 6" O.G. THROUGH SHEATHING INTO LEDGER .LATERAL DETAIL:. #1O. SIC • 24" 0.C. 10d• 4 . O.G. 2x AS REGIURED 2x BLOCKING 5 GABLE TRUSS SIM (2) Ibd NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS NO SCALE 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLK6 6 IF NOTED ON PLAN NOT TO SCALE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CD CD V 0 I- 3 (J1 I✓ l 3> Zel 1 TYPICAL ROOF 8d BLOCKING 1- ILING DIAPHRAGM TO 2x6 SOLID BLOCKING • 48' O.G. ‘TERAL DETAIL II SHEAR WALL PER PLAN FULL HT STUDS • SCISSOR GABLES 2x4 BRAG'6 • 45" O.G. MAX 5' w/o BLOCKING (2) I6d TO BLOCKING EACH END TYP. (2) I6d TO BLOGKIN6 EACH END TYP. ROOF FRAMING MEMBERS PER PLAN NO SCALE 4 ►a/ X "LI BLOCKING BLOCKING (3) 16d • JOIST I BLOCKING DOUBLE JOIST OR PER PLAN USE TJI BLOCKING INHERE TJI JOISTS OCCUR LATERAL DETAIL • 17 SHEAR WALL PER PLAN NAILING PER 511 SCRED IOd • 4' O.G. AT BLOCKING NO SCALE SHEAR WALL PER PLAN GABLE TRUSS AT SIMILAR 8d NAILS • 6' O.G. EDGE NAILING U.N.O. ROOF SHEATHING ROOF FRAMING MEMBER PER PLAN SHEATHING IF NOTED ON PLAN LATERAL DETAIL 9 2x BLOCKING BETWEEN STUDS (2) I6d NAILS • EACH STUD NO SCALE .■•■•?��. 111 tea Writ 2x BLK'G 2x SOLID E LK'G PE Pt A FLR JST PER PLAN LATERAL DETAIL IS SHEAR WALL PER PLAN NAILING PER 51 SGHED !bd TOENAILED STAG S1 H SIDE IOd • 4" O.G. DIAPHRAGM TO BLOCKING AND JOISTS SHEAR HALL PER PLAN NO SCALE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -a l ?:s37. 111E irn Z . .> Z 7 0 77 • m : n sr rn• ( J v m 0 Ci Dal* it-el No WALE LATERAL DETAIL 21.IA A 04 6 ,1,* S" lad. 4 O.G. TO BLOCKING AND JOISTS *4 BAR VERTICAL IS" O.G. $ HORIZONTAL 0 10' O.O. NO SCALE ed • 6" O.G. PER EDGE NAILINS Roor SHEATHING TRUSS DESIGNED FOR LATERAL LOAD—OR USE SHT6 PER PLAN STC • 24" O.G. (2 X NOT NAILED TO TOP PLATE) SHEAR WALL PER PLAN LATERAL DETAIL 4 STC • 24" O.G. I0d • 4" 0.C. 2x AS REGO/RED SIM NO SCALE SHEAR WALL PER PLAN bd NAILS • 6" O.G. THROUGH SHEATHING INTO LEDGER ROOF FRAMING MEMBER PER PLAN .LAI GABLE TRUSS SIM 2x BLOCKING (2) 16d NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLKG HTG IF NOTED ON PLAN NOT TO SCALE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3 n m Lm Z .711-rn g 2 rn cr) Cr) CD cI I DESIGN CRITERIA: DETAILS: LATERAL: LETTER: REIC D1 - DB L1 - L4 LT1 / -z- /I 3 • :1 5 STRUCTURAL COMPUTATIONS AND REPAIRS FOR PLAN M2535A3F- 1 '7 ' CASCADE GLEN TU KW I LA, WASHINGTON A7627/ CODE: 1997 UBC WIND: 80 MPH, EXPOSURE " B " SEISMIC: SEISMIC ZONE 3 ROOF SNOW LOAD: 25 PSF INDEXTO CALCULATIONS & DETAILS: STUB -OUT *4 REBAR ® 15" O.G. 24" LONG 2x10 F.J. ® 12" O.G. NERVASTOHL OR FLASHING FOR WATER PROOFING DBL. JSTS. P544 ® POST w/ STRAPS DBL. JS DBL. JSTS. 2 - �ypicAt Pot-4 WAI- MATCH CNC A 14 "x3O "x12" CONC. FTC. GRAWL SPACE 5 MIL (BLACK) V.B. P544 0 POST w/ STRAPS DE3L. JSTS. PB44 / POST w/ STRAPS p 2x10 F.J. @ 16" O.G. 1 - 6 " Ia • SOFFIT, VENT, 4 '! FLOOR ABV. RAISE CONC. TO r 12: 70 ". 2' -O" 2'40" 15" A.M.F. I$ .J 5 A3fr4/ P # � THIS AREA SxSxI6 G.M.U. TYP. ® PORCH CONTINUE FOOTING ��- BENEATH O.H. DOOR I y 8 z � r w 6 i O O 0 i J t— S w 0 G YL I- w z = )-- (3 Z ~ in O N O E- ww 1 O .. z w U= O ~ z .1 ■7 I so "11•■ 11..6 II • —CANTL. JOISTS THIS AREA in ---SOFFIT, VENT, 4 SULATE FLOOR SLAB ON eRAPE 4" CONC. OVER 6 MIL (BLACK) V.B. OVER 4" GRANULAR FILL SLOPE 4" TO O.H. DOORS SIMPSON C'S FOR POST ABOVE BLOCK-OUT CONC. FOR FURN. DUCTS RAISE CONC. TO / IS A.M.F. z 12'-0" 2x10 @ 16" O.C. • :••••,!'.•• • /sA SISAI 10 CONTINUE FOOTING BENEATH O.H. DOOR 6 RAISE CONC. TO IS" A.M.F. CONTINUE FOOTING --I.-- BENEATH O.R. DOOR EDGE OF SLAB TURN DOWN SLAB--i- INTO FOOTING 56" DIA. x 12" THICK CONC. FOOTING IN/ (3) it4 BARS E.W. EDGE OF ( TURN DOWN SLAB I NTO FOOTING ; • • • LI • : • • _2? t • n • V)/Ns n 4.? Pt q? 'If IT • ' " o 2'-0" 2'40" • . —RAISE TO 1 10" F. 5 I J OD .5. /2" GLR. — t %I\ 9 sTIit, i 0 at HEIGHT STUDS II55OR TRUS w SILL g 6 -II" A.M.F. 6.x6 NON- STRUCTUfIZAL POSTS OVER 8" WIDE HALF WALL® 42" .F,F. LINE OF INT. VAULT 4x10 D. SHE ES 10 . @ 13' -0" A.M. OF F HD 3'- HAN► RAI 34" • BV. 18 "x24" G.A. 2x10 F.J. ART NICHE 36" A.F.F. 2' -0" 2' -O" `I �1 , 8 "'.WIDE SOFFIT 2x4 SLOPING HALF WALL ® . 36 " ABV. N05I N9 S ri PI -3 `its. P. @ STAIRS �v1 WasTigNiggaa II0V S.D. 4' -0" 2x10 F.J. @ 16 HANGER ONE 0 FOR PLUMBING HEATING an „ • „ _ I , 1.•.1 I -r•- •••••t\ . 24" 6.G. ' -1l" A.M.F. • o� ' • .044 . • D.F. 'B_OT. 1.3 _ . BL,K'G DN. lit' • AMP �1G VEN c0 ® 16 " O.G. .AND -:F. ED OPE K 3. DE5 =D OPENING... _T -UP POST. 1ALF WALL '.F. TYP. ® NOOK 10' -0" a 16" O.G. ILY (3) 2°2 PTURE�`" 2 ® GOB 03 4" GONG. (2) 2x4 WALLS FOR PLUMBING 4 HEAT 18" HIGH PLATFt'; ".M W/ (2) LAYERS 3/4" PLYWOOD DBL. JSTS. PROVIDE 26 GA. SIESMIG STRAP, W.H. TO WALL 12' -0" DBL. JSTS. SIMPSON CSI6x46 STRAP TOP PL TO DJ INSTALL 'C' CHANNEL 0 ALL CORNERS OF PCST 6" DIA. FRESH AIR DUCT W/ DAMPER 2x10 F.J. @ 16" O.G. DBL. JSTS. WRAP ALL WARM WALLS, POSTS, BEAMS, 4 CEILING W/ 5/8" TYPE 'X' G.W.B. 41' -O" OVERALL e vsSdJ 12 -0 4x6 POST \ \\ , t ',A,- the .0"114.er e• er,r ' 0 I I v � I < ai >. MOT( CNC filli' —i C a' , , .: 01 .., al T< E \11 -,IL N Q 111 Ni 5 I/8" I2" IG.L.B. 24F -V I JPSE ! INTO WALL V. z? it 1 i SIMP� il � ON HU6I0 II MAX. 'HANGER III 2x6 W 6x8 P.T. POST W/ ( SIMPSON 12I2T EA' SIDE TO BEAMS 2x10 F.J. @ 12" 0.0 1 II>: IIIQ ZII II I vlll 0 I II DBL. JS LIGHTWEIGHT STONE VENEER (GOBBLEFIELD) :. GAS FP: 'ER MANUF, SPECS. (MIN.) NON E FLUSH HEARTH 4x ZTAINMENT— ER 1T, VENT, 4 .ATE FLR. ABV. 11 z 1 — C..../A 'K ''Sf"; L 1... M1s3sAV-11 , IOTES, DIMENSIONS 4 ON. 0 DF #2 @ 2X4 WALLS 4 CM' Of TURVitA APPROVED MAY 1 6 2003 NOiEU 0 1. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS I 1/2" FROM CORNERS 4 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. II. SMOKE DETECTORS: )UPPORTS. * SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP JMBING PENETRATIONS. * SHALL BE INSTALLED ON EACH FLOOR 4 ALL BEDROOMS TED A5 NOMINAL SIZES. *SHALL BE INS'T'ALLED IN EACH LOCATION WHERE THERE IS A +'a envoi+ s mm +rresa�a ,i +uct�r r�,ry n�5!l 1 u�.J.I/ -;F r RF'/�.TI =R rNAN 2.411 6' -6 WAL RAIi CON I -611 7 ALL( RAISEI CONC. v • • • n. TO C. MA UPF TO1 GAF 2- 2x STUDS AT EACH HOLDOWN iI- re 2 , .tn• : 00. ;•u)ci u) W. ! W —IF-. 0. W • . , g D: ur PLY PER SHEAR WALL SCHEDULE z 111 uj: •0 . 0 EDGE NAIL PLYWOOD • „, TO EACH DOUBLE STUD x a •, z SIMPSON STK> Pe-P- :0 • , ACC.- 14C5 c../( ,4■7+ 0 FOUNDATION WALL PER PLAN STHD HOLDOWN li 2 - 2x STUDS CONCRETE FOUNDATION ELEVATION EDGE NAIL PLY. TO EA. MULTIPLE STUD SIMPSON MTT28B HOLDOWN FILL ALL HOLES W/ 16d NAILS A.B. PER SHEAR WALL SCHEDULE 3/4"0 ALL THREAD ROD, EMBED 8" MIN. IN CONC. W/ SIMPSON "EPDXY-TIE" GROUT TYPICAL MTT28B HOLDOWN _ F z 6 -J (.) u) U) ILI W I. -1 U) 0 LU D z , 0 Z F— LU al , 2 n 0 o u I 0 — 0 Z 0 k SHEAR WALL SHEAR WALL PONY WALL ELEVATION w 2-2x STUDS PER HOLDOWN SIMPSON MST STRAP TIE PER PLAN, FILL ALL HOLES W/ 10d x 2 VW LONG NAILS w EDGE NAIL PLYWOOD Th TO EACH DOUBLE STUD (TYP.) 2-2x STUDS PER HOLDOWN FLOOR MST HOLDOWN AT FLOOR RIM JOIST PER PLAN .. SHEAR WALL SCHEDULE MARK SHEATHING , PANEL EDGE BLOCKING PANEL EDGE NAIL (STAGGERED) FASTEN DOUBLE TOP PLATE TO BLOCKING ABOVE BOTTOM PLATE AND SILL PLATE ATTACHMENT FACE NAIL TO FRAMING BELOW (STAGGERED) SILL PLATE ANCHOR TO CONCRETE 15/32' PLY. or O.S.B. TWO SIDES 2 -2X STUD 8d @ 4'o.c. W/ 1-A35F @ ONE SIDE OF BLKG & W/ A35 @ OTHER SIDE OF BLKG BOTH CUPS @ 12' O.C. TWO ROWS 16d @ 4' 2X 5/8'0 x10" A.B. @ 32'o.c. / ` \ 15/32' PLY. or O.S.B. ONE SIDE 2x STUD 8d @ 4'o.c. A35 CUPS @ 18 1 o,c, TO RIM JOIST ABOVE 2X 5/8'0 x10' A B. @ 32'o.c. SHEAR WALL NOTES: 1. A INDICATES SHEAR WALL TYPE PER SCHEDULE AND PLAN. 2. ALL ANCHOR BOLTS SHALL HAVE 2' x 2' x 3/16' PLATE WASHERS. 3. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 4. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 5. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 6. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8d @ 12'o.c.. 7. AT EXISTING CONCRETE USE 5/8'0X10' EXPANSION BOLTS WITH THE SAME SPACING SPECIFIED IN THE SHEARWALL SCHEDULE. 8. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOEDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. W 1 OC� J U 00 W= J H N u_ w 0 LL co = a 1— W Z 1 1-0 Z1— Ill al U O - o 1-- w • w 0 ▪ ' Z.. w UN O Z 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 379 -9025 i JOB' SAP na CONSUO.`1MG ENGO JEERS PLAN M 2 5 3" A3 F— I 1 Ce P.z ) � i ��. ;.) C/��1 x.13 GASMO. C L4 t DATE' BY: KYS SUBJECT: P/a 2 • T f - d O/Mpw. 'losvgca: .Z3 JOB' C ( 6 S1 I E A C ©NSULLTONG [ NPONEI GAS PLAT\ N►zS 3S AV= — 1'1 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 379.9025 - -/ 14-4r-‘...s 1 ) TMs )< -X Dr 2 c1 G r'' i- F�a���_ . /-6 �. � ' � S k A , 11-c .r S AT What, Mc- ti S4104 . Gkilt-ti, .. i t I r41wS' '1-" Y 1:.)1 a a•Cr .aew' Fe. (.0ar —•. IS r) r- ( 8'-F- 9 •-;/.0 (13 8 - 5) -I . 7. 4 4` ` 5t-h L.. ALL S AT .UPP 3Y� ` 16/31 ) !G-. to' ( /// 31 y) S6•I-haa,Z . wi0e 4 A r• 14401 . .bK (17 /0 -f- 7ir /.3 .7 'f 3.45' 2_ - 2S' DATE: Avg' � LO) 2 By: KYS SUBJECT: NW . 1„4 P c vPP t P ' ' tS, G psP e.Vt• f' 1 (.1) 6 85 74 / . 53 t-1 • AeeoK) 8 3 '_ Nl �9 0.E= lK� of e. is tte ( `. HI e24 - 446 04,c) 3 t . . ' N t C,. 7't Arits oK) v SABRQ CONSULTIINCcs', CNGUN[ C f S ONC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. / FAX: (425) 379 -9025 $W I li• -1�4G S A �. ' L. It1'e- y = i A/) .+74 3 3 ' JOB* CAS tIiO CL it— DATE: NG 1 p 1J> 7 SU BJECT: PA C /44, f1Zf35A3F - Cielbet1.e44, BY: KYS G3 Z ' �QQ UO CO ▪ I' N LL W • } LL < = W Z �. I- 0' Z i- . 2 U CI, 0 N . O I- W al I- • U ' L W Z 0 z 1 Q SABHA CONSULTONG ENGON[ EG' S OG11C . 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL / FAX: (425) 379-9025 l,.r ,... OS) ( 10) (_ 2 ) f ./r: /(') . ` 153 K. C�I C.1 1 CZ:�s • o 0 7K) ( cl ( Ai-lo I - frisr 4 8 sTiotr e JOB' CA S4 F' 6 />d+ f/ 'z5354 3.a DATE: AvG // 1 0 , 3 BY: KYS SUBJECT: / 4 2 7(4 L1$ :(l) .srfb' IyfS Ort' M7T — f necl,)Cz•1:0 (6,4lw)( : 1 Fo O4 ,4M • August 4, 2003 City of Tukwila Building Department Tukwila, Washington Re: Cascade Glen Development Plan M2535A3F -17 Tukwila, Washington Gentlemen, It is acceptable to this office to install H2.5 Hurricane Ties at each truss ( at 24" o.c.) , instead of H1 at 48" o.c. and A35 clips at 24" o.c. as indicated on detail 14 of sheet 2 of the approved set of plans. If you have any questions please give me a call. Sincerely, Khaled Y. Sabra , P.E. SABRA CDNSULTING .ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL: (425) 379 9025 © C © bl.9t.i` i:u 4 4 aa'.:U.:�� File: D03 -0111 35mm Drawing #1 0 4' Max Height connect to catch basin. or daylight to ditch Outlet Pipe Undisturbed soil *VIL4 1 909 1' Min. 6 1 2 "O Standard Steel Pipe Roiling with Welded Joint Hot —Dip Galvanized. Astrno 3. Ornamental Iron Handrail 12" may also be permitted with City Engineer Approval. 10' post to post spacing with slip fit expansion joints. Non —Shrink Grout 4" Diem Galy Steel Sleeve 12" 1 • 17" 2% SEE ABOVE FOR ROCKERY DETAILS No structures, roadways, or parking Tots in this area. • City of Tukwila O y NOTES: •'•'•'•'•':% / No footings of structures (including ther rockeries Free — draining backfill; min.12" wide layer of 2 " -4" quarry spells adjacent to rockery. Stable cut face in native material 1" diameter washed gravel; min. 6" cover over pipe; min. 2" gravel under pipe, 12" wide. Min. 6" dia. pert. PVC, SDR 35 pipe /MSHTO M278 /ASTM 3034; min. 1X continuous slope to outlet; pipe wroped in filter fabric(Mirafi or equiv.) Place pipe between rocks to ovoid weight. VIEW FACING ROCKERY AND OU11 FT PIRF 1. Rock shall be sound and have minimum density of 160 pounds per cubic foot. 2. The long dimension of all rocks shall be placed perpendicular to the wall. Each rock should bear on two rocks in the tier below. 3. Rockeries are erosion — control structures, not retaining walls. Native material must be stable and free— standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30" in height shall be protected by a roil conforming to UBC 1711. 5. Bose rock is 2 —man minimum. (2 man rock - 200 -700 lb 18 " -28") 6. Shop drawing for all roiling must be city approved prior to fabrication. ROCKERY & SIDEWALK WITH SAFETY RAIL DATE: 11/15/96 Not to seal,. RS -5 mosoll _r CITY OF TUKWILA Public Works Department 206 - 433 -0179 PUBLIC WORKS BULLETIN 1A TYPE C FEE ESTIMATE WORKSHEET Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins 1, 1B, 1C, and 12 for more information. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Revised 03.18.03 .. � +w - ' . i. 45ciisAc :rsws54.a':i.'.tF}sJS;/.���.i! .' w�:.' sti. iY :✓r%.iti?;ti:t�.�,aswiSr',;.yil � s,�'«ti srl QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME C ,C, G L - Lx57 & PERMIT # b0 3^ // 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: Water Sewer Storm water Street/Access Erosion prevention A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C+ D) ism 41 6 g 1 5. GRADING Plan Review and Permit Fees $ 2=3% S p (5) Enter total excavation volume / cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. 250 (1) $ 6t , z , (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION _ (1+ 4 + 5) $ 4 ,31-t , 7 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 1 :A': 'VA. uou diQ� -4. 144; QUANTITY in CY RATE • 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1s 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for V' 100,000, plus $36.50 for each additional.10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C+ D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 2 $ 61 ZS (6) W,w,. urn; >x,A,... .'. ... .. �. ` �.. ..�•• , �' r t.. 3:. ilUavo�:' GiuY .iwo�sytti...YS .'`�«.. }.k::rhk`akk "iai PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) i ti B. Flood Control Zone ($50) .f- w C. Water Meter — Permanent* re D. Water Meter — Water only* v o E. Water Meter — Temporary* N 0 * Refer to the Water Meter Fees in Bulletin 1 C W Total A through E $ (9) J F WO 10. ADDITIONAL FEES 2 A. Allentown Water (Ordinance 1777) $ 1 B. Allentown Sewer (Ordinance 1777) $ CO d C. Ryan Hill Water (Ordinance 1777) $ H W D. Special Connection (TMC Title 14) $ z H E. Duwamish $ 1- F. Storm Drainage Mitigation $ ILJ • j G. Other Fees $ D o Total A through G $ (10) p w w 2S u. � DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ C IS z , ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE U co F._ This fee includes two inspection visits per required inspection. Additional inspections (visits) O ff' attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 3 z '`10/2'N2003 10:05 4257460860 0 EARTH CONSULTANTS PAGE 01 Earth Consultants Inc. r. xncchnlcal Enginecra. Gcok,KI is & Frvlrnnmpnro! Sclu Reference: ILA ri(p L Date: 1F7[21 FAX COVER SHEET FAX TO: V l V / CIO:YUZ FAX NUMBER: 20L9 2�z 1 7 5 ) Z \ 2-(65' 2(65' FROM: � N CpA4 SUBJECT: C 6 ' - e =0( - 11:;14 14 NUMBER OF PAGES INCLUDING COVER SHEET: If you have any questions, please call (425) 643 -3780 Our FAX number is (425) 74- 608-60 ■30 c� 43 t (05 CC: 1 T)JfC Qc ✓\�� Vt tan Uev� r� 02�31 3c0V Fr'i 1805 - 136th Place N,E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 6 .:. ii.«. Y: 1' :+= w ✓:i:�i�24iu'.,ts:e.:'�w.::J :�_- y_�in� ........_ i... «....« .,,�.. ,.��n+..w.�u.eF wsvi' '10/27/2003 10 :05 4257460860 Subject: Dear Mr. Keirouz: RAC/csm Earth Consultants, Inc. (k.rirc'luiir:,ilr +i)glii rr,':t; rxilos Sst:RhilvirccilKiluilFrk�vivy!: Cr111SI11)ClifW1 Tetiling uI %); kiAliC) Iriy.R "•ti'r1 Scx\'k ' October 27, 2003 E -10176 Dream Catcher Homes 1307 — 51 Avenue West Edmonds, Washington 98026 Attention: Mr. J. Antoine Keirouz Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Public Works Attention: Mr. Dave McPherson Mr. Greg Vilanueva Final Letter Lots 6, 7, and 8 Cascade Glen 40 Avenue South and South 133 Street Tukwila, Washington EARTH CONSULTANTS PAGE 03 In accordance with your request, an Earth Consultants, Inc. (ECI) representative visited the site on October 23, 2003, to observe Lots 6, 7, and 8. The purpose of our visit was to observe the rockeries and yard areas around the building lots. Based on our observations, the performance of the rockeries is good. ECI previously observed the rockery construction, including the keyway excavation, drain installation, and quarry spall backfill. Localized areas of surface instability along the landscaping slopes was observed above the rockeries. These areas should be stabilized with jute webbing and hydroseed. Erosion control measures should continue to be implemented and maintained, as necessary, along the slopes and landscaping areas. Based on our observations, the rockeries and yard areas for Lots 6, 7, and 8 have been constructed in general accordance with our geotechnical recommendations. We trust this information meets your current needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTANTS, INC. !c--"an" 7 '21/ 1 City of Tukwila Building Department Attention: Mr. Dave Larsen 1805 136th Place N.E.. Suite 201, Bellevue, WA 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 Established 1075 '10/2/2003 10:05 4257460860 Subject: Dear Mr. Keirouz: RA /csm Earth Consultants, Inc ter, is lvii- I iiilgtN171 fi n•Irrumrntal 5rk»trciti (Ytnscntclion n 10111 4 /AI )Indrttkxi:-irrvirY.e October 27, 2003 E -10176 Dream Catcher Homes 1307 — 51 St Avenue West Edmonds, Washington 98026 Attention: Mr. J. Antoine Keirouz Raymond A. Coglas, P.E. Project Manager cc: City of Tukwila Public Works Attention: Mr. Dave McPherson Mr. Greg Vilanueva Rockery and Site Observations Cascade Glen 40 Avenue South and South 133 Street Tukwila, Washington In accordance with your request, an Earth Consultants, Inc. (ECI) representative visited the site on October 23, 2003, to observe the yard and rockery areas of the site. The purpose of our visit was to assess the site conditions and the performance of the rockeries following the recent heavy rainfall. EARTH CONSULTANTS PAGE 02 Based on our observations, the site is in relatively good condition following the recent record rainfall event. Only localized areas of surficial instability along the landscaping slopes was observed. These areas should be stabilized with jute webbing and hydroseed. The performance of the rockeries was observed to be good. No signs of rockery movement or instability were observed. Erosion control measures should continue to be implemented and maintained, as necessary, along the slopes and landscaping areas. We trust this information meets your current needs. If you have any questions, please call. Respectfully submitted, EARTH CONSULTANTS, INC. p F^ 7/24/ 2.ezt City of Tukwila Building Department Attention: Mr. Dave Larsen 1805 136th Place N.E,, Suite 201, Bellevue, WA 98005 Bellevue (425) 643.3780 FAX (425) 746.0860 Toll Free (888) 739 -6670 4!' Established 1975 .�.,,:�,•.:�. , new • As R e .r r, 4F— >rlsel3_,Pr•f .5. rss: C'ssie jLac 14e. a_ J.y AfM ■'� 'W) 1v I dor cJ I I k ■ -■, ,ma ed 4. -I I ,�... y. ..t ) / .r 1M 6 /ti /< 4,4:05. 'f -- Sl -bt`) 7 – e- Qa}!N•« x16 AY o '- C h ow ' y. ' 4 /a.• . A.M. / I - / , .... - ✓• tt • .r v • j ..w 0! y _ J `. / — f/ aria./. • L.,.. , _ - • a4 //� ` I . i -r-6 l e " 5 �--- - —s AI or General Contractor Grading Contractor Earth Consultants, Inc trr,Krnnlrnl DiAnctni Rvlu/•CS tmmxmrnnl w1!IVL•a r7111M11110 1 *It11I1Z A KM I %min Ingxrpl U 91T'ICU 1805136th Place N,E.. Suite 201 • Bellevue, WA 98005 Bellevue (425) 843.3780 • Toll Free (888) 739.6670 FAX (425) 746 -0660 DAILY FIELD REPORT Job Location Grading Foreman Field Rep. Rex Time On Site 695:49 Tra'keI Time o - r Permit No. Genera! Contractor's Superintendent Job No. G1ot�(e 9b Ti Off Site :1fpni x9� Hrs. Cha Page r 1 1 Date 06.0103 Weather Client/Owner 3'A. k Received Unchecked By Checked By Visitors Date Report gr Week Are approved Plans/Permits on -site 0 Yes Q No Project No. Permit No. If No. contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE 0 11.05 -03 Jihad Keirou JAK inc. 13407 51" Ave NE Edmonds, WA Re; Vapor Block Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to the following houses at Cascade Glen: Lot # 6, Lot # 8, Lot # 17, Lot # 2. Lot # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a peen rating of .68. Sincerely, Marcus Eldred MARCUS DRYWALL. INC 2701 NEWBERO ROAD SNOHOMISH. WA UM PH. 425- 336 -4253 FAX 425-334-1114 NOV - Oa3 0.0 /LDING DEPARTMENT z w ` ug J U. U 0 . co W = J F— � w . w 0 IL. Q . c on I . H =. z �. � w f- uj U � 0 I- w u I - O .. U O H z General Contractor Grading Contract° Protect No Earth Consultants, Inc MORT nrwl l]g61031t C"OM. • t• FAVIMIWW.1111 Fm 1605 136th Piece N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 6433760 • Toll Free (888) 739.6670 FAX (425) 746-0980 ,� _,/ DAILY FIELD REPORT p ` Job Location 404 7- General Contractor's Supsri Grading Foreman Are approved Plans /Permits on -site ❑ Yes ❑ No Permit No. COPY TO: CONTINUED ON NEXT PAGE [0 Field Rep. Job No. Page jof Rea /o/71 , l Time On Site Toe Off Site Date Jr ;o rz: is oi.II a 3 Travel Time Mlles Weather (it hi ,.. Permit No. Hrs. Charged Visitors — Cieent/Owne�- Received Unchecked By Checked By Date Report No Day of Week 6 .14 If No, contact the building department or explain below: ff C Sy;:, ?1.�fs dri.Vr:.sr•?;" �M+`mr0o'vlreATtMri`�1aP,13!ItS "N.i,`;JiTi`.h'. .�H.n „r.lY.••� e. .. !ft rs i ribs t _ 72 L , _ e0 e.e e / 47l _ _. .Aw er • . : - . a. 1/ J , • - rr'oa+CD 14 lI I ek 1& .e.wo- Rrn /`l0 It4a/e64ts...r /.!0/t>' • GZ Lt >// ( let PZH ie. , -410.4 ry (3G glit k es5o G 1i j d rukt✓litt General Contractor Grading Contract° Protect No Earth Consultants, Inc MORT nrwl l]g61031t C"OM. • t• FAVIMIWW.1111 Fm 1605 136th Piece N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 6433760 • Toll Free (888) 739.6670 FAX (425) 746-0980 ,� _,/ DAILY FIELD REPORT p ` Job Location 404 7- General Contractor's Supsri Grading Foreman Are approved Plans /Permits on -site ❑ Yes ❑ No Permit No. COPY TO: CONTINUED ON NEXT PAGE [0 Field Rep. Job No. Page jof Rea /o/71 , l Time On Site Toe Off Site Date Jr ;o rz: is oi.II a 3 Travel Time Mlles Weather (it hi ,.. Permit No. Hrs. Charged Visitors — Cieent/Owne�- Received Unchecked By Checked By Date Report No Day of Week 6 .14 If No, contact the building department or explain below: ff C Sy;:, ?1.�fs dri.Vr:.sr•?;" �M+`mr0o'vlreATtMri`�1aP,13!ItS "N.i,`;JiTi`.h'. .�H.n „r.lY.••� e. .. !ft I 06/29/2003 19 :58 4257460860 Project rat Contractor Grading Contract Job Grading For Are approved Plans/Permits on- site [] Yes Project No. Permit No. MN Job No o 7i r A L Permit No, Mrs Charged Page Visitors of Report No. De Of ell • di • .1 ' !IV �9 s At' 11 Ai agfil_ Client/Owner Received Uncheck Checked By By OPY TO: Earth Consultants, Inc cbownrlrml a Fftwie 71 a IVIIVAs ti 151Nlram.mtal Sry.,ntu cortanQton taming A 1®O I WARD pnf{>rsrbrl 4RNCeol 1805136th Piece N.E., Suite 201 • Bellevue. WA 98005 Bellevue (425) 943 - 3780 • Toll Free (888) 739.6870 FAX (425) 7460880 DAILY FIELD REPORT EARTH CONSULTANTS PAGE 02 If No, contact the building department or explain below: I 1 f.'01* ' • tir _�'l Tr lr ls'i i ' '': .• , _ ,Tilly WIIMUMIlemswwirriagrewrizarimmivsmour rommisreRreaurogyorenagraisnuer e` iMillEM L I. ,r FA I 4 i. rtii M VA CONTINUED ON NEXT PAGE ❑ 4 g J E �C u t i1 ,S/ .L'r" Td D/:s:Se:7 a2' Ley___ - _ ,. T - ! - � • ti -fir -. Grz -- I . d if • . f .t, ■ Ar.:.: i • �� • • E4Z 14./As :' �.rr_ P4 ib.. pPIPS S G.-,. Zi. pc twirl 'Jr red sre eT' e" 74,-S / r 4,00-4" s 3G,i 7. � V Oa..eret(A/ Ace"' Ace"' TM l reir r), 4 eN i-1, ie - .. ice' is .64 t #' Aij'va- - s i 6 • Lt..._ — - 1► / e••• G• o ■ - ' i . ..• .1— •tv — - _54r - At , . Cc • /Ka c4.*44 -s/ /JO • • t addle 0•4 flosee - iuoAe.we?, A.war* t(-'f/G .•llatw.�i4. i t .- '' __ Y 4 , Ad or Grading Contractor Project No. COPY TO: Earth Consultants, Inc. h**rIx+k it c>r+t►:pmJt limArrrimilIN 9netilK% aIMKEMIn mink A kr/.1 I %Alto Im rrIhl *wires 1805136th Place N.E., Suite 201 • Bellevue, WA 08005 Bellevue (475) 641.3780 • Toll Free (888) 7396670 FAX (42S) 746-0860 DAILY FIELD REPORT Are approved Plans/Permits on -site ❑ Yes ❑ No Permit No. Grading Foreman n. Field Rep, Job No, Res g /oi Time Site Time O Site lit IT, P 1 No. /Ts harged Checked By Pe9e f Report No i / 59 Day of Week Weather aeotrX/14/40/11 Visitors PM *11/ 14 4 AltiO Job4.ocation ¥7 _sr" 4i4 General Contractor General Contractor's Superintendent Client/Owner Received Unchecked By If No, contact the building department or explain below: CONTINUED ON NEXT PAGE ❑ t )yt;rtG'tbt!•i.'[?dR i�?Waawkl- tiasa'n�rtfi?i'+� Test Number Test Location 1 o vi..••./ _ i... --•••• Elevation Reference Compaction Curve Maximum Dry Density lbs./cu. R. Fill Moisture % Test Dry Density lbs. /cu. ft. % of Maximum Dry Density 9 Z x . ._e. .Ski" _,,,, - - - !. [.ss/ __faro GAO . / .-.• r -ice , i Z 4 2 . ° • / ;3 .. - efsr 713e • aM �z -SF;0 i.- A' --•. — eki1N /�!`Lrxi4fsarr� 9 _ az ..s _��.. . ..- - z-Z - z. NE Tee AQi►. �ecr elite &W M " -7.. 3.3,&11/ , If Z 3 e 9T tSD r,g 4 IZ 4 z /18 jzaz p ---- 2y /re 0 P 5T A iu. z 12./ /045 9 7- Supplementary Report: .: = '•U? -!-'" az. - i... --•••• 4 — .../ — • .tom ' . _ -S.C___i a L. in. ..s - y - - 4.41._. AS: A CTidtlle< - 'S - "+ ....0 - tilt? /'G4Zry ___.•it Toe ,..r.,_ Ae.ea. Ora plc' — ..i _; .Ski" _,,,, - - - !. [.ss/ __faro GAO . / .-.• r -ice • .. ... I a - .. - , . . �-1 t- e rr - rya ry/014=7" i.- A' --•. — eki1N /�!`Lrxi4fsarr� -!-- ... I' _..._,4. _��.. . ..- ,,. a i_ ' S At a D.0 �ecr elite &W M " If CC it e 1.4125 o General Contractor Grading Contractor &rItiirraa/ Earth Consultants, Inc. nevActintail '11glxsrA.OeTA 1! A FnN+rvurrn scintArs cueoructonni Tesenit A ISM 1 WASCI Pfl Cleat rest!# 1805 1281h Place N.E., Sulle 201 • Bellevue, WA 99005 Bellevue (425) 943.3780 • Toll Free (888) 739.6670 FAX (425) 748.0860 DAILY FIELD REPORT Job Location N / General Contractor's Superintendent Grading F an Field Rep. Job No. Time On Site Time Off Slte Tra Time Mlles Hrs. Charged Z. 5 Page Report No. 1 / 31= Date Day of Week 46 .'z OZ 77W-4° Weather Visitors Client/Owner .K. Received Unchecked By Checked By Date Nz• 652 Are approved Plans/Perinits on -site ❑ Yes ❑ No Project No. Permit No. If No. contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE ❑ I '�y�C�•i Test Number T st Location _ L 4 Gt �t, 4 ss, Elevation Reference Compaction Curve Mardmum Dry Deneay ibs./cu. ft. FM Moisture S Test Dry Density bsicu, R. % of Maximum Dnr De nafi► 26 7-- 1VC CA.i• 5' Sig V.sr-G A t•X 2 /5.9 (11.7 2.5 Zl• A - [ eF se tr to 'fsfr.v .6 4 /24. Z to —L Iz 3.4 98 Cam- .55/..5lru , - Project T i — 43 Location AciAj iitywe.i Yet* -or General Contractor Supplementary Report: i Earth GonLsultants, Inc nenwhit t Po,pUR'+!i oenlaasu a Q i.... 014-ktni l•t• cram tim Te M g A rIDAD / WM) KWEtft Strelaa 1606136th Piece N.E.. Suite 201 • Bellevue, WA 96005 Bellevue (025) 643 -3760 • Toll Free (888) 739 -6670 FAX (425) 746-0860 DAILY FIELD REPORT Are approved Mans/Permits on -axle ❑ Yes ❑ No Project No. Permit No. uln General Contractor's Superintendent ^ �� 4 • L _ J.f l.. Field Rep. Job No. 6.7e/7a Time On Site Time Off rte g. w� /� iolzf Tr* Tlme M' . ! �r Date Day of Week Weather died/Rig/s Hrs. Charged Visitors z. 15 Cllent/Owner .7Ak Received Unchecked By If No, contact the building department or explain below. Report No. 8 COPY TO: mg J. 5x1'/ CONTINUED ON NEXT PAGE 0 June 2, 2003 DREAMCATCHER HOMES, LLC. City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: Cascade Glen Dear Carol Lumb: I'understand that the Building Department will issue the building permits prior to expiration of the final plat's appeal period. In consideration, I agree to hold harmless the City of Tukwila if anyone appeals the approval of the final plat. Jihad Keirouz President PAIR 1190, 13619 MUKII.'l'I:O SPEEDWAY #135• LYNNWOOD, WA • 98037 PIIONIi: (206) 300 -6874 • FAX: (425) 741 -2634 n�;d;,: &i'ivrwn :.i<tike,.ukiyx4:.0 c:f.l:Y id.144.1 x:4344:4. n., it�k :.yW`..ti.'i�:.i.':.,::1;3:d as. Li'�` -6 ,1'v...i:::u1..7. 1 Z • w 00 co w =. • w w 0 J L1 Q N �. = W F— _ Z � I Z E- W 2 p O N O 1— w uj I � ..z W U= O 1— z f ` R MIr COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -111 PROJECT NAME: CASCADE GLEN LOT 6 SITE ADDRESS: 13223 38 PL S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 04 -21 -03 Revision # After Permit Is Issued DEPARTMENTS: itAki Bug illy Division E Pub ' Works 610 ti1Q, 6 1 -0 5 Fire Prevention Structural ❑ DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Plan ` g Division El Permit Coordinator DUE DATE: 04 -22 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO NG: Please Route re Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-20-03 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ PP PP PP ( ) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2 -28 -02 RMIT COORD COPY .,` <, "a .,«.' ✓. cis'.' xizv' tl' na: Siin:,::; n:.. w.+: :e:`l,'iit:i's'�;i4t:4{:�itisb'i REGISTERED AS PROVIDED BY LAW ASi : CONST CONT GENERAL REGIST. # .EXP. DATE CCO1 JAKDECCO23NS 09 /04/2004 EFFECTIVE DATE 08/10/1998 J A K DEV & CONST CORP 13407 51ST AVE W EDMONDS WA 98026 Signature Issued by DEPAk• 'NT OF LLBOR AND INDUSTRIES V. 0.35 R-I AR 11y@ii'S ONLY IV. 1r LMJ Tw 0.40 6RCXP R-3 5IN66LE /WILY Of d 0 1 I256 0.35 I0 Formal 6LAZM6 6L AZIN U - FAGTOR DOOR t k 1 4 t$ 056 TO120 II 4 § ci osa 10� r 5 INCH R -36 to § I + g A R-38 2 GEILIN6 R -30 A 15' -0 [ A A pi u le R -2I R -21 70 N C/ l 'i3 N 7R -15 � R -I5 R -2I a R -15 o► R -I0 R -I0 00 8 R-I0 11 R -30 R - 30 A A R -30 i vi R -I0 R -I0 a o [ R - I0 1 a 125 100 MREGIJIRF7 FLOW (GPM) PER -ABLE 3-2 e I NCk + [ 6 INCH MINIMUMI SMOOTH DUCT DIAMETER o i d 4 § I 6INCH [ 6INCH I r 5 INCH 6 INCH - I to § I 4 INCH 2 - 1 ow §§ MAXIMUM LEMsTN I 4INCH MINIMUM FLEX DIAMETER 10'-0 l 15' -0 [ 45 WA go [ 15'-0' [ WA [ NO LIMIT [ q0. -0" 25 ,i f§f§§§§§§ 0► a of o► UI A o► ul 4INCH MINIMUI 4 NTH DIAMETER I NO LIMIT [ NO LIMIT [ NO LIMIT [ 50, -0, [ NO LIMIT _ J [ 10 o 1- o' 1 [ 20' -,0• I [ NO LIMIT [ 100' -0" J [ - ro'-0' lli wwwwwwwwww MAXIMUM D90 Sili_ MREGIJIRF7 FLOW (GPM) PER -ABLE 3-2 [ q INCH e I NCk + [ 6 INCH MINIMUMI SMOOTH DUCT DIAMETER I II INCH [ I0 INCH [ BINCH [ INCH MINIMUM FLEXIBLE DUCT DIAMETER 1 2o'-o a I 2rr l [ 20 -o- MAXIMUM LEMsTN WW ti) w I s k ?' 1s '1;1 [ig P11;10101 I , l w 10g: di! u g 1111 � 101 ° Ili t g 1 r 4g !III ;1 gl t 1 9/ a -4 % 2eR1 a1 II; d 28N 1111 1 1 1 i ;I g I I I ! 1 1 1 9 � >+0 i g g 01 1 11 1 11 11! i!! 1 si i I - i 21 g i g P 1 t t ; r hl FLAN M2535A3F WI 1 10P 6 d 7 3 91!1 1 mo 66 55 ig _ 12 /1 ; 1 " gi 11 WI 1 VI "4 1 ° ii ;- 11 1 44 1 1 1 ! 11 1 1 ! 0 ;i-1 4 ) 014 !I 11 4 lei h Nil!! g 0111 ;A "III 1 q ill :IP 1 ; ggg 11 aa d igAi s Mg! 1 Il 4 li 1 xyg i41 a l e ' 8 � � 1 81 8g111 11!9 i g - < 4 '111 :h !il 1 II @ g Yult f - r21 i Ly� S � �FO� g � � �� nt N �f A S �a�Q� A MN ��g�i , 00 f22 �: l P � 0“ S i ) 4 3 -1 rl 9 P . 1 : Nam h g 11 tg Hin 2 g X0M 1 WI ai n n P n 1/ 0111 IP 1 Pi 111 11 A; gi ;li ; !) r 101 154 i! k °;) 11 11 11 1 1 6 l 11: kill 14 1 ! 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EP ARF it Fie 6 a28 z O Ig! gg gli AI id A'l Is 1 e%I y �e � � g Ti Phig Aui !!) 0 Tie 6IM Pg0 Ch 11 01 /4 WAg SL lig IN h12 u14-0 >g N121 M g U-Di ; r Ai% al 1 i?! 1g C 3 A I 1 ei 1 E 1; ! 1! 3 o N-r14 a 11_0 i .)-; itli a oiq P5.= y kg 6 igt g r ! 1 ; 461 el! vAl a r w w 18915.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 -6585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM /ARCH ITECTS NORTHWEST 3 a $ CP np EICA 11 w A "gal a R >u� �;�^ u u fi� ° a� igi "1i! 1 2 oi Ogor FE -" - oar"' 1 1-0 2 i ggiggI Alig igg WPM 41 iaily g !! ig geApa r la!! 51 1 Pt q II W ili$ i I I/ ph; i 1; i 841! 3 2�p 0 k�Y k e F w w p mpp p>1 I r_21:',F.f 1 4(1 a he ig °a IgIi !4 R g iR a h N�N� I fi rna� � 1! SIN � R > (� %.14 C lige � di u z L i F • (1): ;g1 n 2* Jto W*4 VIA a > 1:4'01521 a 14pg diN alg D •a 3 >Z2 N w 70 it 1 41 3R ag � 6' it Al �R h iq § — g; > 16 3— n g � 44 2 ; 2R k lof 01 og 3 5 �s 1 lq igi 61 ila lr 24 a ri as � 6 OZ 0 PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR - GISTERED EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE C - C 1 TEC T WITH FEDERAL STATUTES. REPRODUCTION BY ANY '' /� METHOD OF ALL OR PORTIONS OF THESE PLANS OR % � VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI* �/� FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY mss/ PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE Yir ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. 24/03 • F DIMENSION FINISH PER ELEVATION OVER - 7 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN 2 - FLASHING WOOD TRIM OPTIONAL 6" MIN. 30" MAX. (I) *4 BAR CONTINUOUS 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED $ NAILED FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, IT MAX. - FROM ENDS +t 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 4 • gg� � R 8"0. . EAL g .)) L 4 HORIzoNT 10 C7.G. 6 MIL. BLACK V. B. 111 (2) *4 BAR CONTINUOUS SCALE : I" = 1 -0" SHEAR TRANSFER DETAIL G•I-'U STONE TYPE '1■4' 1`40RTAR JOIIP47' TYKE PoCIPETAlt SEAT Hb BED LI&I4TPI&HT VER 0/ SIAThIN& b" FOUNDATION WALL NU SLAB (I) *4 BAR CONTINUOUS RIPPED 2x4 BLOCKING 164 • 6" O.G. FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED lASSVENAMINENNIVM SOLID BLOCK Ne pi TYPICAL ROOF DIAPHRAGM 8" INTERIOR STEM WALL 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS 4 'T" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 48" 0.C) 8d • 6 " O.G_ U.N.O. 8d•6 "O.G. U.N.O. NOT TO SCALE FRAMING _ 4 FOUNQAT I ON DIMENSION FINISH PER ELEVATION OVER - 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN Z - FLASH' N6 WOOD TRIM OPTIONAL 6" MIN 30" MAX. (I) *4 BAR CONTINUOUS III- - rri - -Il TIGHTLINE I I I Q X STORM DRAIN -- 1 O IF REQUIRED I I _ , m --- 111 —i i II 4" DIA. PERF. FOUNDATION DRAIN I1 =III II 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN - 3/4 T.86. PLYWOOD SUBFLOOR GLUED 4 NAILED FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS i 1" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS 0 4S" O.G) *4 BAR VERTICAL • 18" O.G. i HORIZONTAL • 10" D.G. II,;.11 (2) *4 BAR CONTINUOUS SCALE : I" = I' -0" SHA TRANSFER DETAIL 'HYPE ' N' P4ORTAR MORTAR JOINT SHEAR TRANSFER DETAIL 8d NAILS • 6' O C 114RoUtSO4 504EArt INTO MAKING me 2x FIRE BLOCKING 2x BLK+S BETY'EEN STUDS (2) pbd mAiL5 •Efr€.$ sry 51-EAR TRANSFER DETAIL SHEAR TRANSFER DETAIL I6d•6' lbd • ..MIST I D+! SKYLIGHT 5IEAR 'TRANSFER DETAIL BRACKET DETAIL 6" FOUNDATION WALL 2X STUDS PER PLAN BATT INSULATION PER PLAN BAIT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS * 7" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS ® 48" O.C) *4 BAR VERTICAL to 18" O.G. +E HORIZONTAL • 10" O.G 8d to 6" O.G. SHEATH TRUSS PER PI-6 IOd • 4" D.G. 2x AS REQIURED 8d ®6 0.C. FRAMING 4 FOUNDATION DIMENSION 4" GONG. SLAB OVER 6 MIL. BLACK V.B OVER 4" GRANULAR FILL SHEATH TRUSS PER PI-6 PROVIDE INTERMITTENT FRAM I N6 AS REQUIRED (2) *4 BAR CONTINUOUS HOUSE /GARAGE FOUNDATION WALL FINISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN 4" GONG. SLAB (I) *4 BAR CONTINUOUS *4 BAR VERTICAL • 18" O.G..111 4 HORIZONTAL • 10" O.G. - �I I I T T T T `► T T 7 �' ♦ ♦ V `�► T T' Y T I FLR. JSTS. PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR . WALL SCHEDULE 12" MAX X. - FROM ENDS 4 1" MIN. f EMBEDMENT (ELSEWHERE USE _ 5/8" DIA. X 10" ANGHOR BOLTS to ® 48" D.G.) `- 1/4z-+— 6 MIL. BLA K V.B. 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4 T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED SI FOUNDATION WALL ! MUM WIWI= SOLID BLOCKING BOTTOM OF BEAM ROOF FRAMING MEMBER PER PLAN FLR. JSTS. PER PLAN BAIT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED BEAM PER PLAN — 2 X 4 CLEAT EACH SIDE CONTINUOUS FOOTING 2x FIRE BLOCKING (2) 16d NAILS • EACH STUD 2x BLOGKIN6 BETWEEN STUDS 2x LEDGER (ONE SIZE LARGER THAN FRAMING NUMBER',), OR SOLID BLK6 NOT TO SCALE rRAMIN6 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN NERVASTROHL OR FLASHING FOR WATERPROOF' N6 4" DIA. PERF. FOUNDATION DRAIN Imo `4 2X STUDS PER PLAN I' ♦ ■ -r te "/ T ♦ •� T Y Y Y � �' Y T T 7 ♦ 7 T T 7 FLR. JSTS. PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED I NAILED 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE, 12" MAX. FROM ENDS +E 1" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS d) • 48" o.C.) - -r*- -b MIL. BLACK V.B. T I f - 11= d, I I ; I1 11 , '' . "' — (2) *4 BAR CONTINUOUS SCALE : I " - 1 8" FOUNDATION WALL W/ SLAB 9" MIN. 2X4 THRUST BLOCK 4 INTERIOR STAIR NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING BALUSTERS TO CONFORM TO UBG SEC. 1006.c1 4 50 I6d • 6" D.G. (3) 2X12 STRINGERS PER PLAN BELOW STAIR INSTALL 5/8" TYPE 'X' G.W.B. (2) LAYERS • CEILING, (I) LAYER • WALLS FIRE BLOCKING • MID -SPAN TYPICAL ROOF DIAPHRAGM NOT TO SCALE ROOF FRAMING MEMBERS PER PLAN FRAMING ! FOUNDATION DIMENSION FINISH PER ELEVATION OVER "T LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN 4" DIA. PERF. j " / 6" " FOUNDATION DRAIN SCALE : I" = I'-O" GARAGE FOUNDATION WALL + 1 1 1 i u J ■ ►1 1 ■1 . i V i n ►h � M m i► 1 � . 1 ��� .� RM.4 if is BATT INSULATION PER PLAN (3) I6d NAILS EACH TRUSS SIMPSON H -I SEISMIC TIE • 48" O.G. BATT INSULATION PER PLAN FLAT CEILING 8 EAVE (2) 2X4 2X4 INFILL FRAMING CRICKET 2X STUDS PER PLAN 2X P. T. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS * 1" MIN. EMBEDMENT (ELSEWHERE USE 5/8" DIA. X 10" ANCHOR BOLTS • 48" O.G) 4" CONC. SLAB OVER id 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL (2) *4 BAR CONTINUOUS ROOF I NG MATERIAL PER ELEVATION OVER BUILDING PAPER # SHEATHING PER PLAN ROOF FRAMING MEMBERS PER PLAN INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH' I 1/2" CLEAR AIRSPACE _TENT BLOCKING ED / (3) 2" DIA HOLES ER 24" O.G. FASCIA BOARD PER PLAN --8d NAILS • 6" O.G. FINISH PER ELEVATION OVER 1 LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE : I" = I' -0" 2 X 6 BUILT -UP CURB SKYLIGHT SIZE PER PLAN W/ 4" MIN. CURS FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • +12' -0" A.F.F./ 2 LAYERS TEMPERED GLASS • - I2'-O" A.F.F) roNUZOO....JwUO z I v4 LJ a�� , '' �z � a a o c wo ~ S U � + zZ z cn � =Ww�� ,,, - —O UCL'Z §3v2ZC)I w � r.r —az a a zW -av� � w o W C ` p � i U 6 W � ?� t vy O O U0`t4 V1z _NcrJnt.0UW Ww'Ndc� gvz040 >OUW dzwrz W *Eme 4 r S 06 I • I -400'" 7M /1MII�I.MII � � urJ��IM1AsNIi ` /.I II Ii a 2x SOLID BLOCKING (4) Ibd INTO BLOCKING IOd•6 " O.G. PER PLAN LATERAL DETAIL DOUBLE JOIST OR PER PLAN LATERAL DETAIL N 11 • 2XSOLI BLOCKING SHEAR WALL PER PLAN USE TJI BLOCKING WHERE TJI JOISTS OCCUR (2) Ibd • 6" O.C. U.N.O. PANEL EDGES AT CONTINUOUS FRAMING MEMBERS SEE SHEAR WALL SCHEDULE FOR NAILING PATTERN SHEAR WALL PER PLAN NO SCALE 8j EXTERIOR WALL TO FLR — PARALLEL SHEAR WALL PER PLAN NAILING PER SW SCHED IOd® 4" O.C. AT BLOCKING (5) 16d JOIST /I BLOCKING NO SCALE WALL TO PARALLEL FLR TRANSF a ISd @ b" O.G. PER EDGE NAILING OF ROOF SHEATHIN6 TRUSS DESIGNED FOR LATERAL LOAD - -OR USE SHTG PER PLAN STC ® 24" O.C. (2 X NOT NAILED TO TOP PLATE) SHEAR WALL PER PLAN LATERAL DETAIL 4 4 PARALLEL TRUSS TRANSFER FLR JST PER PLAN LATERAL DETAIL 15 2x SOLID BLK'G STC • 24" O.G. IOd 0 4" O.C. 2x AS REQIURED SHEAR WALL PER PLAN NAILING PER SW SCHED •■• r Al lbw. .__ 16d TOENA1LED S" O.G. EACH SIDE STAGGERED IOd • 4" O.G. DIAPHRAGM TO BLOCKING AND JOISTS 2x SOLD BLK'6 DJ IF PER PLA SIM., NO SCALE INN SHEAR WALL PER PLAN NO SCALE FLOOR TO WALL SHEAR TRANSFER 2Ia 2XSOLID BLOCKING • 16" O.G. SHEAR WALL PER PLAN ANCHORAGE PER SW SCHED 2 X •LI BLOCKING • 16" O.G. (1) *4 BAR CONT MAX. 6" BELOW TOP OF FND WALL 6 MIL. BLACK V. B. — JIMILdlkd ▪ J" GLR. � 1I HI � I ii L LATERAL DETAIL 2IA • I • •Z U 4" • + _ 4 11 1.1 IOd • 4" O.G. TO BLOCKING AND JOISTS P.T. SILL PLATE A.B. OR CLIP REQUIREMENT PER FOUNDATION PLAN 0$4 BAR VERTICAL • 18" O.G. a HORIZONTAL • 10" O.G. • I i • - =1I 1=1 I ICI 1 �I I I -1 11=1 I I I I I I l l l_ I 2) *4 BAR CONTINUOUS NO SCALE SI' INTERIOR SHEAR STEM WALL SHEAR WALL PER PLAN 8d NAILS • 6" O.G. THROUGH SHEATHING INTO LED6ER ROOF FRAMIN6 MEMBER PER PLAN LATERAL DETAIL 10 &ABLE TRUSS AT DETAIL SIM (2) Ibd NAILS • EACH STUD 2x BLOCKING BETWEEN STUDS 2x LED6ER (ONE SIZE LARGER THAN FRAMING MEMBER), OR SOLID BLK6 T6 IF NOTED ON PLAN NO SCALE SHEAR TRANS WALL TO ROOF TYPICAL ROOF D I APHRA6M 2xb SOLID BLOCKI N6 • 48" O.G. LATERAL DETAIL I I SHEAR WALL PER PLAN FULL HT STUDS • SCISSOR &ARLES M AY M F 29C3 &: l� s 2x4 BRAG'6 • 48" 0.C. MAX 5' •/o BLOCKING 8d EDGE NA I L I N6 TO BLOCKI N6 (2) Ibd TO BLOCKING EACH END TYP. GABLE SHEAR TRANSFER • , ` •, (2) Ibd TO BLOCKING EACH END TYP. ROOF FRAMIN6 MEMBERS PER PLAN v NO SCALE • j\ • I • �► • . ..� 1 • t/1 F.- I N IU U IA" a in r. r• ~ Z N o v a sir= 8 u_ I mma U C4 Uj N ine p (1)- - � IUW UJ IL I w t t iuu_ a O j 0 A r• :: I 4 r i ma ANN 13/2t/03 quest: p- :WE r • a ii .. „." " _e ;ipilqui1I' iii:11:p l;'?!i, oioltg4 Al'p 1 . i wois/ 1 0 s( ,olm qi,d,„ . '1081 14;6 m ri, 0 ft k b iP 24 110 tri§ e� ,4 'd •• I 1194e 11 33114 l 11 11 �i a • N P I ("/ I z IP t 0 4 4atef il 0 , 4 04100 4 11 3I-0" a 1 -O BI 4 I -0 " f- �T App; 2 ' - .. tt 4 I -0 " - w �■ M •■ AP. • ► WWW 17-0 q 1/2" CLR. 0 I/2" I6' - 3 „ I2' -O" 2 f 18 -0" f ' • • ► • • 4 4t •0 Cr) ``i , ' 5 I l� • • 1 ' ', \1 / • , r< - 1 4 • , ! 1 ,. C t tk / e.. ‘ef • 4 , • / • - CND JACKS • 24" D.G. STRUCTURAL GABLE END TRUSS COMMON TRUSS R I D6E O.H. R1DbE • 24" O.0 SHEATH TRUSS PER P I -b IO' -O" LONG RIDGE LINE OF INTERIOR VAULT D.S. -4 0 • z . 4 §i 12' -0" RAKE D® z � D.S. P1 -8 D� z _ 0 '4 z P.S. END JACKS D.S. -- ® e' -1 I " ABV. MAIN FLOOR 3 D 0 z - Ti rn 0 D 0 Xi 12" D.S. O.H. TYP. • GABLES D� 03 rn 4t. U ' > c >l- zr 0 o. 0 iv 0 IE' 7 "E �r t i 3i2t /003 I }...r ar• A R H I T E T PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUC E BUILT ° OM TE SE PLANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY OF �� ATIO THER OF WI T PORTIONS M I EN PER Al SIO FROM ARCHITECTS NORTHWEST. INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. REGISTERED i CHITECT �'- =� �t . ' ri P T S TE • WASHING TON 3/24/0 PLAN i N H R T 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, OFFICE: 425 485 -4900 FAX: TOLL FREE: 1- 888 - 272 -4100 WWW.ARCHITECTSNW.COM i-I W E WA 98072 425 467 -6585 a ii .. „." " _e ;ipilqui1I' iii:11:p l;'?!i, oioltg4 Al'p 1 . i wois/ 1 0 s( ,olm qi,d,„ . '1081 14;6 m ri, 0 ft k b iP 24 110 tri§ e� ,4 'd •• I 1194e 11 33114 l 11 11 �i a • N P I ("/ I z IP t 0 4 4atef il 0 , 4 04100 4 11 3I-0" a 1 -O BI 4 I -0 " f- �T App; 2 ' - .. tt 4 I -0 " - w �■ M •■ AP. • ► WWW 17-0 q 1/2" CLR. 0 I/2" I6' - 3 „ I2' -O" 2 f 18 -0" f ' • • ► • • 4 4t •0 Cr) ``i , ' 5 I l� • • 1 ' ', \1 / • , r< - 1 4 • , ! 1 ,. C t tk / e.. ‘ef • 4 , • / • - CND JACKS • 24" D.G. STRUCTURAL GABLE END TRUSS COMMON TRUSS R I D6E O.H. R1DbE • 24" O.0 SHEATH TRUSS PER P I -b IO' -O" LONG RIDGE LINE OF INTERIOR VAULT D.S. -4 0 • z . 4 §i 12' -0" RAKE D® z � D.S. P1 -8 D� z _ 0 '4 z P.S. END JACKS D.S. -- ® e' -1 I " ABV. MAIN FLOOR 3 D 0 z - Ti rn 0 D 0 Xi 12" D.S. O.H. TYP. • GABLES D� 03 rn 4t. U ' > c >l- zr 0 o. 0 iv 0 < I I ' a».." 9"' SirCO A 50 1 2 r d 5rer • TOOREACED RCP OR SWIM Alp (4) TOTAL SMP"R_ON CS ,r44b (10) TOTAL • 1P9 ROrJil!_ INSTALL VERTICALLY EXIPIN TO FRApoivis smart LEE (25) Sd NAILS EACM- 1 SCMPSON G5*6x4410 (13) TOTAL • MAN FLOOIE INSTALL VEIRT1C,ALLIe D M TO POST IN GR/yIL SPADE_ LEE (2b) ed WA -5 EAG$_ F SIMPSON STHDIO At) TOTAL_ IP PTALL 0-4/1" FROM CCMERS OR RC . URO. LEE 05e) 160 NAILS EAG+4. 5RM! STK7*OR.J ( ) TOTAL_ INSTALL F -t'2" FROM COMERS OR ROUSH OPENIN& . U.l4O_ LEE (3b) *d NAILS EI1G$ $01.17011114 TYPE ANO AMOUPCS REGISTERE• r CHITECT Er�► / ` 3- I T / P • ` T S WASHINGTON 3/24/0 L RESTRAINT HARDYVARE • • s a 1 alms -I lu♦ VI Oti I! I ivio0 Ail P ua F 6 s ig$ II • • i • th 3 z - 41 ✓ O O -- a r z - 0 - 0 ni O O A - 0 F > z M S 1 /8 "x1b 1/2" 6. .B. 24F -V4 DRO bx10 D.P, I2' -•" LON6 °lbo O.H. DOOR L S o► ri . aL S( I NCS 0 ,-_ = =_- uimmi ss LINE OF WALL ASV. _ S I / L ¢•L.B, 24P -V4 TOP FLUSH W/ JSTS. 4x12 D.P. 20 -0" LON& I.,.t. J :.J -.L' 1 I J ,1 11..1 : i .J....1 '::1 1111fh'J...1 ,.l..1 4 3°6 F.D. W/ 6.6. 6 1_011 41-0" 4x10 FLUSH J..,1 1,1..01 1 „t'+lu ,41, 7u;l.nf Jrr:ir.Jah•l,lll •I.F. 401 - 1,0 144, 1 J. 1,-11J. 1.1A 1650 P W/ S. WALL HEADER 0 '7' -b" A.F.F. I I "S CASED OPENI FLAT ADER x 0 LINE ' -8" A .F. If'' ... &VA '1 r I ; , 11] I' it I ': , # r l, {r r. r , , ; 1 f L : I I I « 1/2" CLR 61..1011 11 5 SLIDER r 5 SLIDER 3 PIC. W/ 5.6. 2 1_011 21_011 •,. 1 • ▪ I. • IO' -O" 12 2 -0 18 -0" 10' -D" 10 -0" 6-0" AIM a a MIL •4P. iuu. IPY+nfr' iii, , 0' 'H Its EP4° DBL. SLIDER 4x10 D.F. LINE OP I BELOW LINE OF WALL BELOW LINE OF INT. VAULT it $lftlr+tl u� 2°2° PIG. 2°2° PIG. 2 PI L LINE OP NIIA+LL BELOW a+n ,7urn•nunlippillnaun 1141 11ln i i.0111111 /O1 1 1 fIINiHltllll'nl�,, H1Mf nIrHIHR" 91NbHMHIPIRIt! IN SIrnt u+Mnh.0nh+rl. +4.t.f+N+l'I.4$•I HI'rnt.rtmshim3,14, V IIII 11101IRII11u11B11 illuW 11111 IDinikallillIOL al /WILD W uul O O 4.01.1 m 'MImr" im ' Irtmrrfnmmp ho ffntt 30 "x60" TUB /SHWR. II "I III 'IU I II TO 1'01'I!'IMO , 1' .2 1 I1 D. V.T.O. II I!H. ,113 1 11 ARg 1 f1111 1 1'III:1Ih 11' 4 I 'll'C•,I i :PLp LINEN 5 SHELVES l! n.{l1Hr+ + +IINf..f II.4444t11 0101.4"4040 44 1041 11141 t..114149.NIFM. N.V 5 ° 4 ° PICTURE W/ SAF . &LASS � 2{_011 f 3'_0" 5'4"x11 PSI.. 2.0E 4 1_11 31_ AlllnagplgllllHlltl1 /11fl11111LO nlll eillUtlI MIfflif tl lfl tlf t8ilill l ; DN 14 RISERS 5 ° 4 ° SLIDER I II 12' -0" 6 t_0" 3obo 9.H. Ap4r4 13,2/03 a».." 9"' SirCO A T S .... PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS THESE PLANS ARE COPYRIGHTED IN ACCORDANCE TH FEDERAL STATUTES. REPRODUCTION BY ANY WI VARIATIONS THEREOF P WITHOUT WRITTENEPERMISSION PLANS OR FROM ARCHITECTS NORTHWEST, INC- IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC REGISTERE• r CHITECT Er�► / ` 3- I T / P • ` T S WASHINGTON 3/24/0 N R T H W E S T 18915.142ND AVENUE NE SUITE 100 WOODINVILLE. WA 98072 OFFICE: (425) 485-4900 FAX: (425) 487 -6585 TOLL FREE: 1 -888- 272 -4100 WWW.ARCHITECTSNW.COM _ y FLAN m2 555As F I I I ..., • • s a 1 alms -I lu♦ VI Oti I! I ivio0 Ail P ua F 6 s ig$ II • • i • th 3 z - 41 ✓ O O -- a r z - 0 - 0 ni O O A - 0 F > z M S 1 /8 "x1b 1/2" 6. .B. 24F -V4 DRO bx10 D.P, I2' -•" LON6 °lbo O.H. DOOR L S o► ri . aL S( I NCS 0 ,-_ = =_- uimmi ss LINE OF WALL ASV. _ S I / L ¢•L.B, 24P -V4 TOP FLUSH W/ JSTS. 4x12 D.P. 20 -0" LON& I.,.t. J :.J -.L' 1 I J ,1 11..1 : i .J....1 '::1 1111fh'J...1 ,.l..1 4 3°6 F.D. W/ 6.6. 6 1_011 41-0" 4x10 FLUSH J..,1 1,1..01 1 „t'+lu ,41, 7u;l.nf Jrr:ir.Jah•l,lll •I.F. 401 - 1,0 144, 1 J. 1,-11J. 1.1A 1650 P W/ S. WALL HEADER 0 '7' -b" A.F.F. I I "S CASED OPENI FLAT ADER x 0 LINE ' -8" A .F. If'' ... &VA '1 r I ; , 11] I' it I ': , # r l, {r r. r , , ; 1 f L : I I I « 1/2" CLR 61..1011 11 5 SLIDER r 5 SLIDER 3 PIC. W/ 5.6. 2 1_011 21_011 •,. 1 • ▪ I. • IO' -O" 12 2 -0 18 -0" 10' -D" 10 -0" 6-0" AIM a a MIL •4P. iuu. IPY+nfr' iii, , 0' 'H Its EP4° DBL. SLIDER 4x10 D.F. LINE OP I BELOW LINE OF WALL BELOW LINE OF INT. VAULT it $lftlr+tl u� 2°2° PIG. 2°2° PIG. 2 PI L LINE OP NIIA+LL BELOW a+n ,7urn•nunlippillnaun 1141 11ln i i.0111111 /O1 1 1 fIINiHltllll'nl�,, H1Mf nIrHIHR" 91NbHMHIPIRIt! IN SIrnt u+Mnh.0nh+rl. +4.t.f+N+l'I.4$•I HI'rnt.rtmshim3,14, V IIII 11101IRII11u11B11 illuW 11111 IDinikallillIOL al /WILD W uul O O 4.01.1 m 'MImr" im ' Irtmrrfnmmp ho ffntt 30 "x60" TUB /SHWR. II "I III 'IU I II TO 1'01'I!'IMO , 1' .2 1 I1 D. V.T.O. II I!H. ,113 1 11 ARg 1 f1111 1 1'III:1Ih 11' 4 I 'll'C•,I i :PLp LINEN 5 SHELVES l! n.{l1Hr+ + +IINf..f II.4444t11 0101.4"4040 44 1041 11141 t..114149.NIFM. N.V 5 ° 4 ° PICTURE W/ SAF . &LASS � 2{_011 f 3'_0" 5'4"x11 PSI.. 2.0E 4 1_11 31_ AlllnagplgllllHlltl1 /11fl11111LO nlll eillUtlI MIfflif tl lfl tlf t8ilill l ; DN 14 RISERS 5 ° 4 ° SLIDER I II 12' -0" 6 t_0" 3obo 9.H. I, LI __ _ 5046 REGISTERED r E ir PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC RT li-oGVGGGC1•Ni N'orl tia... :. "E Sry 1 4,igf VP- , :* - II I _ I 1 I I I1 j� 1 l lI I 1111111' � ...a lik1Ir1/!.IC 1 11111111■ - �� i11 1 1 11111 111 1111E111 .�J 11 1 J MEL NMI .. SAFETY GLASS 5/4x4 CORNER TRIM ® SIDES 4 REAR 2x10 TRIM SH I N6LE STYLE SIDING LINE OF INTERIOR VAULT 3: I2 LEFT ELEVATION SCALE: I /4" = I' -O" ■ al .1111 I11iti■ WWI ISHIPlia... MR - __z__ • A11111111111111111b,.. 41 11#/1 — ' 1111111 111 n1 RP.W ,_ r i..--.=_.- inumanammemr•Milh . nor ''5111 _ 1 111 .i1I !:11` !�Ir11■. I - Rimy 2x$ TRIM ME all Ell 111. Ell 11111 1WM FLOOR RIGHT ELEVATION • • 16 "x30" LOUVERED ATTI G VENT (CEDAR) LW OF 1:PC1 R0R I/MLL LINE OF INTERIOR VAULT 3:12 Ft • NOOK .111 • I�� !! IIEI IIflhl�.. .•4 1iIO 1111111111441111111111111a ' ..4111 .0111111111111111111011111111171111 1 111111111, 11111111 111 11 . ■ . _./I1111/1�111 1/1111111 111111111�1!%1111111�._ ��11111111f111111111� "` 111111�1111111!I/'` --• ._ _,. i�111111111111111111111111111111 11111111111 / Aida 11��► .��1111111111111r111 Ir11111r111rIr111C .I1111 /� .:1111111111111 111_11, . I , �11 1111111111111111111� 1 11111111 11111 11 1411� 1 .___._.__ ' 11� "" w11111111111 I 11111111111.1, ;.!111,1��1inli 1�I��1��I��1111��1��1�19/1 .:1 11111111111 1 1 ■;iIIU11111�I1111 CONTI NUOUS GUTTER OVER 2x8 FASCIA 5/4 TRIM 16 "x30" LOUVERED ATTIC VENT (CEDAR) SHIN6LE STYLE SIDIN& 2xE TRIM =M N il NI ■ ■ - • IN �- a _ ® — . �;�"•,..I a...MI 0 INS a so ri 5alMI r�- 12,:a! 1 ■ Iw ■ nz. .J. 1 iii s 2x10 TRIM 1x4 TRIM OVER 2x I2 BARGE 4x6 HOOD "- BRACKETS Ar% "EA— moo mm 1 ��1 1 I�� no "II■" 111111/11 1111111■ 11111111 I 1111111 1111111E 5/4x12 CORNER TRIM EXPOSED TRUSS TAILS F'E • 6ARA6E 5 /4x6 CORNER TRIM • FRONT 6" EXPOSED LAP SIDING MAIN FLOOR R. • DININI6 NWIK F .OGIR FRONT ELEVATION SCALE: 1/4" = I' ELEVATION NOTES: I . VERIFY SHEAR WALL NAIL I N6 AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 3. PROVIDE WEATHER STRIPPING 4 FLASHING AT ALL DOORS 4 WINDOWS. 4_ PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASH! N6 4 GOUNTERFLASHING • ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS. 5. PROVL)E CONTI METAL GUTTERS 4 DOINNSPOUTS • ALL EAVES, TYPICAL. 6_ SEE SW XT 1 FOR ADDITIONAL NOTES. REAR ELEVATION 3�.ALE: V4" * r-O" • SAM IPLYPIOCO 6xI2 BEAM W/ 2xb BRACKET 5 /4x6 WINDOW TRIM TYP. • FRONT 31E4 FLAT OVER 2.04 TRIMS T Y IP. • SrOeS REAR 2rc4 POMPOM TIMM 36" HIGH P.T. RAIL VV 4x4 PICKETS • 12" O.G. WY OF TUKWI A APPROVED MAY 1 6 2003 r �: - ----- 4 ° 4 ° SKYL I GHT W/ LAM. &LASS • • • , .. • - • . .' -� - I. • , • PE. • PORCH 2x6 TRIM +-- (2) axe P.T. POSTS 2x FLAT OVER 2x6 TRIM MAIN FLOOR LI&HTP EIGHT STONE VENEER (GOBBLEFIELD) ft. • UPPER SUBFLOOR It • MAIM P1-6 V * I4b PLF 1/2" PLYWOOD OR 058. EQUAL, VW 8d (6UI() NAILS • b' O.C. ANCHORfr E: Ibd NAILS • 5" O.G. TO Yet? FR S, OR 5/8` AB. • 4/3' O.G. TO CONC. PI-4 V = 304 PLF Note 46 1/2' PLYY'10 OR 0.5.B. EGIUAL, Y bd (6U U NAILS • 4' O.G. : 16d NAILS • 4' O.:G. TO VL7 FRMS, OR 5/b" AB. • 36' O.G. TO GONG. PI-342 V = 34'1 PLF Note *6 I/2' PLrY40OO OR 05B. EQUAL, W bd (GUN) NAILS • 3' O.G. : Ibd NAILS • 3 O.G. TO MD FRIG, OR 51b' AB. • 30" O.G. TO CO NC. ' 2' NOM SILLS AND STUD • PANEL EDGES SINGE < 330 PLF LOAD. PI-3b V z 364 PLF Not *1 I/2' PLYWOOD OR 0.55. E IUAL, VV bd (6UN) NAILS • 3' O.,G. : SONS' LAG 5C.1 • IT 0.C. TO MOOD 'W M& V4/ V4' PILOT HOLE, OR 5/8" A.H. • 30` O.G. TO CONC. USE MIN 3" NOM. MJD SILLS, SOLE PLATES TUI75 ADJOINING PANEL EDGES. S� P1 -2 P1-2 1 = PLF V NNot• •7 �N�D • Ina PLY 1000 OR 0 .5B. �AL, bd (GUN) NAILS • T O .C. : 3/15`x5" LAS SC • 4` D.G. TO MOOD FRMIS VW I/4` PILOT HOLE, OR 5f8" AS • 30' OGG. TO GONG. USE MIN. 3" N I∎dl. MW SILLS, SOLE PLATES AND STUDS • ADJOINING PAS wises. P2-4 V * 60S PLF Note •b 1i2• PLYWOOD OR O5B. 6d1AL., (2 SIDES), vs/ 8d OWN) NAILS • 4' O.G. : 3/3'x5' LAS SC./REVS • 6` O.G. TO MOOD Fps IV 1/4" PILOT HOLE, OR 5/8" AB. • 30' O.G. TO GONG. USE MIN. 3' NOM. MUD SILLS, SOLE PLATES AID STUDS • ADJOINING PAWL EIS. P2-3 V * 716 PLF Note •b i 1/2• PLYY'I OD OR OSB. EQUAL.. (2 51DQ5), V1/ bd (GUN) NAILS • 3' O.G. : 3/0"x5" LAS SCAMS • Is O.G. TO 4x AD MKS W I/4' PILOT HOLE. OR 5/8' A. • IT 0.C. TO GONG. USE MIN. 3' NOM. MD SILLS, SOLE PLATES NFL? STUDS • AD.X:IINING PAWL weft. I. T'*E S*EAR V.4.0 ES 44 T4.S •48LE ARE BASED . 'Ch - "ME ►BE DF b0. rAr GA�e :;at VEsi ►'mA.;�.5 eW "Hi A ps tie -tp-4 SHANK D ^.?-E"ERR OF C I:3 •; INTO rpm -F> ►1R GRADE 5''U3PS 2_ NA„_ 5PAG ►NS . 5 FOR ALA... PANE,. EDGES. BLOCK A PANEL EI:76E5 3_ SPA ► OF P ARLS A..0146 LATE FRAhoNIS `''EMBERS 15 ;2" O_G 4_ S A-14E N6 TO BE ABA RATED EXP rExP2J'EXT OR c.- G /G- p/'5TRUCT r r PLYY'1000 5_ A'' POUFSLE SIDED SEAR M^IAL...S. OFFSET SHEA7 JpINT Br ONE BAY* mitt ALSO PROVIDE 4x BLOCKING BEI EAT 4 SILL PLATE. IRIS+ w►:L.5 5T 6 USE A35 CLIP • 24 O.C. AT DELL JEir TO TOP PL,A'= re4EPE NO CONTINUOUS VERTICAL 9.E.ArstP46 OtAPPRA6P4 OCCURS_ 1 1,J5E A35 CLIP • 16 OG AT COL ..1ST TO TOP OL.,A wyperif NO cc r'1M *VERTICAL 5oEATionllis Di APtiRAGM OGCUR'S b. JSE A35 CUP • 12 O.G Al' DaL JST 70 TAP 1 AmeigE NO coociNuou5 VERTTGAL sHEATwENis of APoRi4614 OCCURS. 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 8 PRESCRIPTIVE PROPOSED INSULATION OPTION N UM 8 ER _._ _ MAX . G IN P R CENT� Ulf' U III SINLMIT EU 18.28% CEILINGS VAULTED I, Imo, $ R-30 R -U_ R -21 _ PROPOSED PERCENTAGE GLAZING All 0VE 0RAOE WALLS MAX . VERTICAL U- VALUE ALLOWED PROPOSED VERTICAL. U•VALUE 0.40 0.3? PEL OW GF ADE WALLS ICI 'IT ERIID R) FLOORS OVER UNHEATED SPACES R -21 R•30 MAX . OVERHEAD U -VALUE JAL LOWED D 38 $ LAO P ERMETER R -10 PFD PO D OVERHE. L U•VALU MAX . DOG R U -VALUE ALLOWED 0.54 0.20 DUCTS IN N ATE SP S F4.8 ` PROPOSED DOOR U -VALUE 0.20 AIR YES 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: 1.50 5.00 ELECTRIC RESISTANCE (BASEBOARD/UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005882 = 14.91 MAXIMUM KW OUTPUT OTHER FUELS: CONDITIONED SQUARE FOOTAGE X 20 = 50700 MAXIMUM BTU OUTPUT FOYER 1 1.50 5.00 MILGARD VINYL PICTURE 5320 112" AIR YES 0.35 7.50 2.63 FOYER 1 4.00 2.50 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 10.00 3.50 LIVING 2 3.00 6.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 36.00 14.04 LIVING 3 2.00 2.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 12.00 4.20 DINING 2 3.00 6.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 36.00 14.04 KITCHEN 1 4.00 3.50 MILGARD VINYL SLIDER 5120 112" AIR YES 0.38 14.00 5.32 NOOK 2 3.00 5.00 MILGARD VINYL PICTURE 5320 1/2 " AIR YES 0.35 30.00 10.50 FAMILY 2 5.00 5.00 MILGARD VINYL SLIDER 5120 1/2 " ' AIR YES 0.38 50.00 19.00 DEN 2 3.00 5.00 MILGARD VINYL S. HUNG 5220 1/2 " AIR YES 0.39 30.00 11.70 VENTILATION SCHEDULE 1 SEE 2000 WASHINGTON STATE INDOOR AIR QUALITY CODE 5.00 Symbol Manufacturer, Model Number, or Equal. t 4 1 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 130 cfm @.10WG. AIR 4 0 _ 2 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 80 cfm @.10WG. 30.00 Notes: , ' *All * Use QT 130 (100 cfm min.) @ all kitchen & whole house fan. * Use QT 80 (50 cfm min.) @ all other locations_ * All Fans to Vent to Outside_ Other Requirements of 2001 WSEC 1 2000 VAIQ must be met. 1 BEDRM 2 2 3.00 5.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 30.00 11.70 MSTR BEDRM 1 8.00 4.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 32.00 12.16 MSTR BEDRM 3 3.00 4.00 MILGARD VINYL PIC 5320 1/2" AIR YES 0.35 36.00 12.60 MSTR BATH 2 5.00 4.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.35 40.00 14.00 MSTR BATH 1 2.00 4.00 MILGARD VINYL S. HUNG 5220 1/2" AIR YES 0.39 8.00 3.12 BONUS 1 8.00 4.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.38 32.00 12.16 BONUS 3 2 00 2.00 MILGARD VINYL PICTURE 5320 1/2" AIR _ YES 0.35 12.00 4.20 BEDRM 3 3 _ 3.00 4 00 MILGARD _VINYL CASE 5521 1/2" AIR YES 0.36 36.00 12.96 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" LAIR NO 0.54 16.00 8.64 MSTR BATH i 1 2.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 8.00 4.32 BATH 2 1 _ 2.00 2.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.16 ROOM # OF WND WND. MANUF. FRAME WDW MODEL AIR ' GAS LO -E U -VAL. AREA UA WNDS. W. H. TYPE TYPE NO. GAP • (1) " GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS !NOOK SKYLIGHTS AND SKYWALLS 1 I 3.001 6.67ISIMPSON 1WOODIDOOR [ 6001 13/4 " [AIR IYES I 0.361 20.01 1 I DOORS WITH MORE THAN 50% GLASS - TOTAL: 20.01 AVG. U -VALUE (VERTICAL GLASS): • GLAZING % = AVG. U -VALUE = TOTAL 1 HEATED AREA UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) (SEE 1941 UBC TABLE 23- II -I -I, It 23- 11 -1 -2) 49951 A SHEAR WALL SCHEDULE PLAN M2535A3F -16 SKYLIGHT TOTAL: 28.00 AVG. U -VALUE (OVERHEAD GLASS): P • 499.51 S.F. = 2535.00 S.F. 190.15 UA WND. TOTAL: 451.50 AREA r 409.51r 190.151 TOTAL 1 TOTAL 2 • 19.70% 0.38 U -VALUE S 167.83 7.201 7.20 0.37 15.12 0.54 UA • 70N 1E a UPPER MA/N FLOOR SCALE_ ri4* * 1%.42* 4 ° 4 0 SKYLIGHT IN/ LAM. GLASS it • •. 6 : • • M • i • •• LIGHT HELL (2) 2x4 WALLS •_• ... •.• ... CO . .....•........• r.r•• •.••••.••.•.••••••••.•.....•:., :11444141141114 6 : 444 :04:114141111:411171111114:41441:0414111114:84:•:•:•:•:•4444111: COMPOSITION SHINGLES OVER 1/2" COX OR O.S.B. OVER 15Ib FELT OVER TRUSSES FINISH PER ELEVATION OVER 1/2" COX OR O.S.B. OVER '11b FELT FE. • GOV'D PORCH MANUFA TRUSSES PER PLAN 4* CONC. OVER 6 MIL (BLACK,/ V.B. OVER 4* 6RANJLJIR FILL SCOFF 4' TO 0.S_ DOORS ` `�,�/y`I. `% .V19"'%`✓ I,`%/`lOV/yt a v-,.: !` NERVASTROHL OR N. � -r W FLASHING FOR 44 , .... - ATER PROOFING N.,.... BUILDING SECTION 'A' SCALE: 1/4" = I'-O' BUILDING SECTION 'B' lib 4 0 4 ° SKYLIGHT W/ LAM. GLASS 1°0sis t *Ape Kw t PLNI LMT qire ; ' . colrearOus roams I • INSULATION BAFFLE VENTED BLOCKING • • " • It O UPPER 6 STUDS 16" O.G. R -21 INSULATION . U.N.O. SUBFLOOR e MAIN CITY Of TtioftA APPROVED MA Y 1 6 2003 hr- (Li • >• • • • • , .• -� • .% • 4 v W U ce Q ui 1- cs1 0 5 4' N cn • m N z � Lau' 0 uy 1100 44450. W I�il�i. � a J 111111111114411> C)::° N v _rase" s . veto I 41 144 • _•'T••l s'- :41T A15 j 3121 / it File: D03 -0111 35mm Drawing #1 CURVE TABLE CURVE LENGTH RADIUS DELTA C3 _ 15,00 325,00 2 °38'43" C4 _ 15,01 325,00 2°38'44' 05 8,45 325,00 1 °29'26" C6 39,75 110,00 20 °42'15" C7 59,59 35,00 97 0 33'08" C8 I 31,59 52,50 34 0 28'25" n \ \ 10' 1 Lot b, of Cascade Glen 13223 38th Place South )k.51 Sgt °°° _ 1 1 1 1 STORM TIR DRAIN N 3/4"1 WATER III I I 1 I 1 III III Ili I I ( i III III III l 1 111 111 111 1, 1 111 I1! II'I I I I I III I I I I 111 III I I III III Inch 1/16 1I I I LI I I I I 3I I I I I I 4) 5I 6 ESTCOT T® ° II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIlIIIIIIIII moo • • • woo WASTER SERVICE GE LINE • s SIDE SEWER LINE NEW UNDERGROUND ELEC./PHONE /GABLE CBTY Of T ilKWM A APPROVED SD SD SD — 4 RAI N DRAIN — G S GAS GAS • NEW GAS LINE Th se plays have be R9 Wm :s De r•tmentcl �I���e�.aed by the Public 'brmance with current City tandar s. Ac e, i omiss ins �evh ch d ' ' , • � �. c � (}��lect to errors and authorize violations adopte stand, ds or R violations of ,din. The responsibility for the . dequa.\ of the design rests totally w h.. h .. ----- designer. Additio s, deletions or rev' ' drawings er tin da ' 1 'vbic� this acceptance e and will r; • ' . : resubmittaj of revised d fo ssQrn, t approval. Q ad Q , is subject ,to field inspec ''ties in 1T 4E45 $lM 'Dltlr 410 OAGE, LA) SITE PLAN 1'= 10' 3= ammo 210hpAip MAY 1 6 2003 MS NO la) saw